Note
Go to the end to download the full example code.
Fracture Analysis - Contact debonding#
The following example demonstrates the use of the Contact Debonding featuring in Mechanical using the Cohesive Zone Material (CZM) method. This example displaces two two-dimensional parts on a double cantilever beam.
Import necessary libraries#
import os
from PIL import Image
import ansys.mechanical.core as mech
from ansys.mechanical.core.examples import delete_downloads, download_file
from matplotlib import image as mpimg
from matplotlib import pyplot as plt
from matplotlib.animation import FuncAnimation
Embed mechanical and set global variables
app = mech.App(version=241)
globals().update(mech.global_variables(app, True))
print(app)
cwd = os.path.join(os.getcwd(), "out")
def display_image(image_name):
plt.figure(figsize=(16, 9))
plt.imshow(mpimg.imread(os.path.join(cwd, image_name)))
plt.xticks([])
plt.yticks([])
plt.axis("off")
plt.show()
Ansys Mechanical [Ansys Mechanical Enterprise]
Product Version:241
Software build date: 11/27/2023 10:24:20
Configure graphics for image export#
ExtAPI.Graphics.Camera.SetSpecificViewOrientation(ViewOrientationType.Front)
image_export_format = GraphicsImageExportFormat.PNG
settings_720p = Ansys.Mechanical.Graphics.GraphicsImageExportSettings()
settings_720p.Resolution = GraphicsResolutionType.EnhancedResolution
settings_720p.Background = GraphicsBackgroundType.White
settings_720p.Width = 1280
settings_720p.Height = 720
settings_720p.CurrentGraphicsDisplay = False
Download geometry and materials files#
geometry_path = download_file(
"Contact_Debonding_Example.agdb", "pymechanical", "embedding"
)
mat1_path = download_file(
"Contact_Debonding_Example_Mat1.xml", "pymechanical", "embedding"
)
mat2_path = download_file(
"Contact_Debonding_Example_Mat2.xml", "pymechanical", "embedding"
)
Import the geometry#
geometry_import = Model.GeometryImportGroup.AddGeometryImport()
geometry_import_format = (
Ansys.Mechanical.DataModel.Enums.GeometryImportPreference.Format.Automatic
)
geometry_import_preferences = Ansys.ACT.Mechanical.Utilities.GeometryImportPreferences()
geometry_import_preferences.ProcessNamedSelections = True
geometry_import_preferences.AnalysisType = (
Ansys.Mechanical.DataModel.Enums.GeometryImportPreference.AnalysisType.Type2D
)
geometry_import.Import(
geometry_path, geometry_import_format, geometry_import_preferences
)
ExtAPI.Graphics.Camera.SetFit()
ExtAPI.Graphics.ExportImage(
os.path.join(cwd, "geometry.png"), image_export_format, settings_720p
)
display_image("geometry.png")
Material import, named selections, and connections#
Import materials
MODEL = Model
GEOMETRY = Model.Geometry
MAT_GRP = MODEL.Materials
MAT_GRP.Import(mat1_path)
MAT_GRP.Import(mat2_path)
PART = [x for x in ExtAPI.DataModel.Tree.AllObjects if x.Name == "Part 2"][0]
MAT_BODY = [
i
for i in MAT_GRP.GetChildren[Ansys.ACT.Automation.Mechanical.Material](True)
if i.Name == "Interface Body Material"
][0]
MAT_CZM = [
i
for i in MAT_GRP.GetChildren[Ansys.ACT.Automation.Mechanical.Material](True)
if i.Name == "CZM Crack Material"
][0]
Connections
connections = MODEL.AddConnections()
CONNECTIONS_GRP = connections.AddConnectionGroup()
MODEL.Connections.CreateAutomaticConnections()
CONNECTIONS_GRP = ExtAPI.DataModel.Project.Model.Connections
CONTACTS = [
i
for i in CONNECTIONS_GRP.GetChildren[
Ansys.ACT.Automation.Mechanical.Connections.ConnectionGroup
](True)
if i.Name == "Contacts"
][0]
CONTACT_REGION = [
i
for i in CONTACTS.GetChildren[
Ansys.ACT.Automation.Mechanical.Connections.ContactRegion
](True)
if i.Name == "Contact Region"
][0]
Named selections
NAMED_SELECTIONS = ExtAPI.DataModel.Project.Model.NamedSelections
NS_EDGE_HIGH = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "High_Edge"
][0]
NS_EDGE_LOW = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Low_Edge"
][0]
NS_EDGES_SHORT = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Short_Edges"
][0]
NS_EDGES_LONG = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Long_Edges"
][0]
NS_EDGES_FIXED = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Fixed_Edges"
][0]
NS_VERTEX_DISP1 = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Disp1_Vertex"
][0]
NS_VERTEX_DISP2 = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Disp2_Vertex"
][0]
NS_FACES_BOTH = [
i
for i in NAMED_SELECTIONS.GetChildren[
Ansys.ACT.Automation.Mechanical.NamedSelection
](True)
if i.Name == "Both_Faces"
][0]
Define static structural analysis and settings#
MODEL.AddStaticStructuralAnalysis()
STATIC_STRUCTURAL = ExtAPI.DataModel.AnalysisByName("Static Structural")
ANALYSIS_SETTINGS = STATIC_STRUCTURAL.AnalysisSettings
SOLUTION = STATIC_STRUCTURAL.Solution
MESH = Model.Mesh
# Set unit system
ExtAPI.Application.ActiveUnitSystem = MechanicalUnitSystem.StandardNMM
# Set 2D behavior
GEOMETRY.Activate()
GEOMETRY.Model2DBehavior = Model2DBehavior.PlaneStrain
# Assign material
PART.Activate()
PART.Material = MAT_BODY.Name
# Define contact Region
CONTACT_REGION.Activate()
CONTACT_REGION.SourceLocation = NS_EDGE_HIGH
CONTACT_REGION.TargetLocation = NS_EDGE_LOW
CONTACT_REGION.ContactType = ContactType.Bonded
CONTACT_REGION.ContactFormulation = ContactFormulation.PurePenalty
Define mesh controls and generate mesh#
MESH.Activate()
MESH.ElementOrder = ElementOrder.Quadratic
MESH.UseAdaptiveSizing = False
MESH.ElementSize = Quantity("0.75 [mm]")
SIZING_MESH = MESH.AddSizing()
SIZING_MESH.Location = NS_EDGES_SHORT
SIZING_MESH.ElementSize = Quantity("0.75 [mm]")
SIZING_MESH.Behavior = SizingBehavior.Hard
SIZING_MESH2 = MESH.AddSizing()
SIZING_MESH2.Location = NS_EDGES_LONG
SIZING_MESH2.ElementSize = Quantity("0.5 [mm]")
SIZING_MESH2.Behavior = SizingBehavior.Hard
FACE_MESHING = MESH.AddFaceMeshing()
FACE_MESHING.Location = NS_FACES_BOTH
FACE_MESHING.Method = FaceMeshingMethod.Quadrilaterals
MESH.Activate()
MESH.GenerateMesh()
ExtAPI.Graphics.Camera.SetFit()
ExtAPI.Graphics.ExportImage(
os.path.join(cwd, "mesh.png"), image_export_format, settings_720p
)
display_image("mesh.png")
Add contact debonding object#
MODEL.Activate()
FRACTURE = MODEL.AddFracture()
CONTACT_DEBONDING = FRACTURE.AddContactDebonding()
CONTACT_DEBONDING.Material = MAT_CZM.Name
CONTACT_DEBONDING.ContactRegion = CONTACT_REGION
Define analysis settings#
ANALYSIS_SETTINGS.Activate()
ANALYSIS_SETTINGS.AutomaticTimeStepping = AutomaticTimeStepping.On
ANALYSIS_SETTINGS.DefineBy = TimeStepDefineByType.Substeps
ANALYSIS_SETTINGS.MaximumSubsteps = 100
ANALYSIS_SETTINGS.InitialSubsteps = 100
ANALYSIS_SETTINGS.MinimumSubsteps = 100
ANALYSIS_SETTINGS.LargeDeflection = True
Define boundary conditions#
Add fixed support
STATIC_STRUCTURAL.Activate()
FIXED_SUPPORT = STATIC_STRUCTURAL.AddFixedSupport()
FIXED_SUPPORT.Location = NS_EDGES_FIXED
Add displacement
STATIC_STRUCTURAL.Activate()
DISPLACEMENT = STATIC_STRUCTURAL.AddDisplacement()
DISPLACEMENT.Location = NS_VERTEX_DISP1
DISPLACEMENT.DefineBy = LoadDefineBy.Components
DISPLACEMENT.YComponent.Output.DiscreteValues = [Quantity("10 [mm]")]
STATIC_STRUCTURAL.Activate()
DISPLACEMENT2 = STATIC_STRUCTURAL.AddDisplacement()
DISPLACEMENT2.Location = NS_VERTEX_DISP2
DISPLACEMENT2.DefineBy = LoadDefineBy.Components
DISPLACEMENT2.YComponent.Output.DiscreteValues = [Quantity("-10 [mm]")]
STATIC_STRUCTURAL.Activate()
ExtAPI.Graphics.Camera.SetFit()
ExtAPI.Graphics.ExportImage(
os.path.join(cwd, "boundary_conditions.png"), image_export_format, settings_720p
)
display_image("boundary_conditions.png")
Add results#
SOLUTION.Activate()
DIRECTIONAL_DEFORMATION = SOLUTION.AddDirectionalDeformation()
DIRECTIONAL_DEFORMATION.NormalOrientation = NormalOrientationType.YAxis
FORCE_REACTION = SOLUTION.AddForceReaction()
FORCE_REACTION.BoundaryConditionSelection = DISPLACEMENT
Solve#
STATIC_STRUCTURAL.Activate()
SOLUTION.Solve(True)
Messages#
Messages = ExtAPI.Application.Messages
if Messages:
for message in Messages:
print(f"[{message.Severity}] {message.DisplayString}")
else:
print("No [Info]/[Warning]/[Error] Messages")
[Warning] Large deformation effects are active which may have invalidated some of your applied supports such as displacement, cylindrical, frictionless, or compression only. Refer to Troubleshooting in the Help System for more details.
[Warning] Contact status has experienced an abrupt change. Check results carefully for possible contact separation.
Display results#
Directional deformation
DIRECTIONAL_DEFORMATION.Activate()
ExtAPI.Graphics.ExportImage(
os.path.join(cwd, "directional_deformation.png"), image_export_format, settings_720p
)
display_image("directional_deformation.png")
Force reaction
FORCE_REACTION.Activate()
ExtAPI.Graphics.Camera.SetFit()
ExtAPI.Graphics.ExportImage(
os.path.join(cwd, "force_reaction.png"), image_export_format, settings_720p
)
display_image("force_reaction.png")
Export animation#
animation_export_format = (
Ansys.Mechanical.DataModel.Enums.GraphicsAnimationExportFormat.GIF
)
settings_720p = Ansys.Mechanical.Graphics.AnimationExportSettings()
settings_720p.Width = 1280
settings_720p.Height = 720
FORCE_REACTION.ExportAnimation(
os.path.join(cwd, "force_reaction.gif"), animation_export_format, settings_720p
)
gif = Image.open(os.path.join(cwd, "force_reaction.gif"))
fig, ax = plt.subplots(figsize=(16, 9))
ax.axis("off")
img = ax.imshow(gif.convert("RGBA"))
def update(frame):
gif.seek(frame)
img.set_array(gif.convert("RGBA"))
return [img]
ani = FuncAnimation(
fig, update, frames=range(gif.n_frames), interval=100, repeat=True, blit=True
)
plt.show()
Display output file from solve#
def write_file_contents_to_console(path):
"""Write file contents to console."""
with open(path, "rt") as file:
for line in file:
print(line, end="")
solve_path = STATIC_STRUCTURAL.WorkingDir
solve_out_path = os.path.join(solve_path, "solve.out")
if solve_out_path:
write_file_contents_to_console(solve_out_path)
Ansys Mechanical Enterprise
*------------------------------------------------------------------*
| |
| W E L C O M E T O T H E A N S Y S (R) P R O G R A M |
| |
*------------------------------------------------------------------*
***************************************************************
* ANSYS MAPDL 2024 R1 LEGAL NOTICES *
***************************************************************
* *
* Copyright 1971-2024 Ansys, Inc. All rights reserved. *
* Unauthorized use, distribution or duplication is *
* prohibited. *
* *
* Ansys is a registered trademark of Ansys, Inc. or its *
* subsidiaries in the United States or other countries. *
* See the Ansys, Inc. online documentation or the Ansys, Inc. *
* documentation CD or online help for the complete Legal *
* Notice. *
* *
***************************************************************
* *
* THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION *
* INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY *
* PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS. *
* The software products and documentation are furnished by *
* Ansys, Inc. or its subsidiaries under a software license *
* agreement that contains provisions concerning *
* non-disclosure, copying, length and nature of use, *
* compliance with exporting laws, warranties, disclaimers, *
* limitations of liability, and remedies, and other *
* provisions. The software products and documentation may be *
* used, disclosed, transferred, or copied only in accordance *
* with the terms and conditions of that software license *
* agreement. *
* *
* Ansys, Inc. is a UL registered *
* ISO 9001:2015 company. *
* *
***************************************************************
* *
* This product is subject to U.S. laws governing export and *
* re-export. *
* *
* For U.S. Government users, except as specifically granted *
* by the Ansys, Inc. software license agreement, the use, *
* duplication, or disclosure by the United States Government *
* is subject to restrictions stated in the Ansys, Inc. *
* software license agreement and FAR 12.212 (for non-DOD *
* licenses). *
* *
***************************************************************
2024 R1
Point Releases and Patches installed:
Ansys, Inc. License Manager 2024 R1
Structures 2024 R1
LS-DYNA 2024 R1
Mechanical Products 2024 R1
***** MAPDL COMMAND LINE ARGUMENTS *****
BATCH MODE REQUESTED (-b) = NOLIST
INPUT FILE COPY MODE (-c) = COPY
DISTRIBUTED MEMORY PARALLEL REQUESTED
4 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
TOTAL OF 4 CORES REQUESTED
INPUT FILE NAME = /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural/dummy.dat
OUTPUT FILE NAME = /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural/solve.out
START-UP FILE MODE = NOREAD
STOP FILE MODE = NOREAD
RELEASE= 2024 R1 BUILD= 24.1 UP20231106 VERSION=LINUX x64
CURRENT JOBNAME=file0 07:40:25 MAY 06, 2024 CP= 0.230
PARAMETER _DS_PROGRESS = 999.0000000
/INPUT FILE= ds.dat LINE= 0
*** NOTE *** CP = 0.294 TIME= 07:40:25
The /CONFIG,NOELDB command is not valid in a distributed memory
parallel solution. Command is ignored.
*GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 7.67361111
TITLE=
--Static Structural
SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_PROJECTSCRATCH_DIR(1) = /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural/
SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_SOLVERFILES_DIR(1) = /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural/
SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
TYPE=STRI DIMENSIONS= 248 1 1
PARAMETER _WB_USERFILES_DIR(1) = /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/UserFiles/
--- Data in consistent NMM units. See Solving Units in the help system for more
MPA UNITS SPECIFIED FOR INTERNAL
LENGTH = MILLIMETERS (mm)
MASS = TONNE (Mg)
TIME = SECONDS (sec)
TEMPERATURE = CELSIUS (C)
TOFFSET = 273.0
FORCE = NEWTON (N)
HEAT = MILLIJOULES (mJ)
INPUT UNITS ARE ALSO SET TO MPA
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 07:40:25 MAY 06, 2024 CP= 0.298
--Static Structural
***** MAPDL ANALYSIS DEFINITION (PREP7) *****
*********** Nodes for the whole assembly ***********
*********** Elements for Body 1 "Surface Body" ***********
*********** Elements for Body 2 "Surface Body" ***********
*********** Send User Defined Coordinate System(s) ***********
*********** Set Reference Temperature ***********
*********** Send Materials ***********
*********** Send Sheet Properties ***********
*********** Create Contact "Bonded - High_Edge To Low_Edge" ***********
Real Constant Set For Above Contact Is 4 & 3
*********** Create Debonding "Contact Debonding" ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Element Component ***********
*********** Send Named Selection as Element Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Node Component ***********
*********** Send Named Selection as Element Component ***********
*********** Send Named Selection as Node Component ***********
*********** Fixed Supports ***********
***** ROUTINE COMPLETED ***** CP = 0.362
--- Number of total nodes = 3210
--- Number of contact elements = 560
--- Number of spring elements = 0
--- Number of bearing elements = 0
--- Number of solid elements = 800
--- Number of condensed parts = 0
--- Number of total elements = 1360
*GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 7.67361111
****************************************************************************
************************* SOLUTION ********************************
****************************************************************************
***** MAPDL SOLUTION ROUTINE *****
PERFORM A STATIC ANALYSIS
THIS WILL BE A NEW ANALYSIS
LARGE DEFORMATION ANALYSIS
PARAMETER _THICKRATIO = 0.000000000
USE SPARSE MATRIX DIRECT SOLVER
CONTACT INFORMATION PRINTOUT LEVEL 1
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
SPLIT CONTACT SURFACES AT SOLVE PHASE
NUMBER OF SPLITTING TBD BY PROGRAM
DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION
DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION
NLDIAG: Nonlinear diagnostics CONT option is set to ON.
Writing frequency : each ITERATION.
DEFINE RESTART CONTROL FOR LOADSTEP LAST
AT FREQUENCY OF LAST AND NUMBER FOR OVERWRITE IS -1
DELETE RESTART FILES OF ENDSTEP
****************************************************
******************* SOLVE FOR LS 1 OF 1 ****************
*** Set Displacements ***
CMBLOCK read of NODE component _CM77UY_YP completed
SELECT COMPONENT _CM77UY_YP
SPECIFIED CONSTRAINT UY FOR SELECTED NODES 1 TO 3210 BY 1
REAL= 10.0000000 IMAG= 0.00000000
CMBLOCK read of NODE component _CM79UY_YP completed
SELECT COMPONENT _CM79UY_YP
SPECIFIED CONSTRAINT UY FOR SELECTED NODES 1 TO 3210 BY 1
REAL= -10.0000000 IMAG= 0.00000000
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 3210 STEP 1
3210 NODES (OF 3210 DEFINED) SELECTED BY NSEL COMMAND.
*** Component For All Non-Zero UY Displacements ***
SELECT COMPONENT _CM77UY_YP
ALSO SELECT COMPONENT _CM79UY_YP
DEFINITION OF COMPONENT = _DISPNONZEROUY ENTITY=NODE
ALL SELECT FOR ITEM=NODE COMPONENT=
IN RANGE 1 TO 3210 STEP 1
3210 NODES (OF 3210 DEFINED) SELECTED BY NSEL COMMAND.
PRINTOUT RESUMED BY /GOP
USE AUTOMATIC TIME STEPPING THIS LOAD STEP
USE 100 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM
FOR AUTOMATIC TIME STEPPING:
USE 100 SUBSTEPS AS A MAXIMUM
USE 100 SUBSTEPS AS A MINIMUM
TIME= 1.0000
ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.
WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
FOR ALL APPLICABLE ENTITIES
WRITE NSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE RSOL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE ETMP ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE VENG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE STRS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EPEL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE EPPL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
WRITE CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
FOR ALL APPLICABLE ENTITIES
*GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000
*IF ANSINTER_ ( = 0.00000 ) NE
0 ( = 0.00000 ) THEN
*ENDIF
*** NOTE *** CP = 0.547 TIME= 07:40:25
The automatic domain decomposition logic has selected the MESH domain
decomposition method with 4 processes per solution.
***** MAPDL SOLVE COMMAND *****
*** WARNING *** CP = 0.553 TIME= 07:40:25
Element shape checking is currently inactive. Issue SHPP,ON or
SHPP,WARN to reactivate, if desired.
*** NOTE *** CP = 0.559 TIME= 07:40:25
The model data was checked and warning messages were found.
Please review output or errors file ( /github/home/.mw/Application
Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural/file0
0.err ) for these warning messages.
*** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***
--- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS ---
ELEMENT TYPE 1 IS PLANE183 WITH PLANE STRAIN OPTION. IT IS NOT ASSOCIATED
WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE
AND NO RESETTING IS NEEDED.
ELEMENT TYPE 2 IS PLANE183 WITH PLANE STRAIN OPTION. IT IS NOT ASSOCIATED
WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE
AND NO RESETTING IS NEEDED.
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 07:40:25 MAY 06, 2024 CP= 0.561
--Static Structural
S O L U T I O N O P T I O N S
PROBLEM DIMENSIONALITY. . . . . . . . . . . . .2-D
DEGREES OF FREEDOM. . . . . . UX UY
ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15
NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON
EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE
PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES
NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN
GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC
*** NOTE *** CP = 0.565 TIME= 07:40:25
Poisson's ratio PR input has been converted to NU input.
*** WARNING *** CP = 0.566 TIME= 07:40:25
The ratio of the maximum Young's or shear modulus to the minimum
Young's or shear modulus for material 1 exceeds 1.0e9. Accuracy may
be poor.
*** WARNING *** CP = 0.567 TIME= 07:40:25
The ratio of the maximum Young's or shear modulus to the minimum
Young's or shear modulus for material 2 exceeds 1.0e9. Accuracy may
be poor.
*** NOTE *** CP = 0.572 TIME= 07:40:25
The step data was checked and warning messages were found.
Please review output or errors file ( /github/home/.mw/Application
Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural/file0
0.err ) for these warning messages.
*** NOTE *** CP = 0.572 TIME= 07:40:25
This nonlinear analysis defaults to using the full Newton-Raphson
solution procedure. This can be modified using the NROPT command.
*** NOTE *** CP = 0.572 TIME= 07:40:25
The conditions for direct assembly have been met. No .emat or .erot
files will be produced.
CHECK INITIAL OPEN/CLOSED STATUS OF SELECTED CONTACT ELEMENTS
AND LIST DETAILED CONTACT PAIR INFORMATION
*** WARNING *** CP = 0.655 TIME= 07:40:25
Normal separation at maximum traction for debonding (obtained from data
specified on TB,CZM command) is greater than pinball radius. Increase
pinball radius so it is greater than the expected maximum normal
separation (when normal traction becomes zero); otherwise, debonding
calculations will be bypassed when normal separation exceeds pinball
radius.
*** WARNING *** CP = 0.656 TIME= 07:40:25
Normal separation at maximum traction for debonding (obtained from data
specified on TB,CZM command) is greater than pinball radius. Increase
pinball radius so it is greater than the expected maximum normal
separation (when normal traction becomes zero); otherwise, debonding
calculations will be bypassed when normal separation exceeds pinball
radius.
140 CONTACT ELEMENTS & 140 TARGET ELEMENTS ARE UNSELECTED FOR PREPARATION OF SPLITTING.
1 CONTACT PAIRS ARE UNSELECTED.
*** NOTE *** CP = 0.665 TIME= 07:40:25
No contact pairs are being split by the CNCH,DMP logic. This may be
due to CHCH,DMP command has been applied before for this model or
number of contact elements in each domain is small enough for good
scalability.
BECAUSE SPLIT WAS NOT DONE FOR CONNECT REGION(S), UNSELECTED ELEMENTS ARE REVERTED (SELECTED).
*** NOTE *** CP = 0.742 TIME= 07:40:25
Symmetric Deformable- deformable contact pair identified by real
constant set 3 and contact element type 3 has been set up. The
companion pair has real constant set ID 4. Both pairs should have the
same behavior.
*WARNING*: The contact pairs have similar mesh patterns. MAPDL will
keep the current pair and deactivate its companion pair.
Contact algorithm: Penalty method
Contact detection at: Gauss integration point
Contact stiffness factor FKN 10.000
The resulting initial contact stiffness 0.30761E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.75000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT 1.0000
Default elastic slip factor SLTOL 0.50000E-02
The resulting elastic slip tolerance 0.25000E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 0.50000
Average contact pair depth 0.75000
Average target surface length 0.50000
Default pinball region factor PINB 0.25000
The resulting pinball region 0.18750
Initial penetration/gap is excluded.
Bonded contact (always) with debonding is defined.
*** WARNING *** CP = 0.742 TIME= 07:40:25
Normal separation at maximum traction for debonding (obtained from data
specified on TB,CZM command) is greater than pinball radius. Increase
pinball radius so it is greater than the expected maximum normal
separation (when normal traction becomes zero); otherwise, debonding
calculations will be bypassed when normal separation exceeds pinball
radius.
*** NOTE *** CP = 0.742 TIME= 07:40:25
Max. Initial penetration 0 was detected between contact element 941
and target element 1360.
****************************************
*** NOTE *** CP = 0.743 TIME= 07:40:25
Symmetric Deformable- deformable contact pair identified by real
constant set 4 and contact element type 3 has been set up. The
companion pair has real constant set ID 3. Both pairs should have the
same behavior.
MAPDL will deactivate the current pair and keep its companion pair,
resulting in asymmetric contact.
Contact algorithm: Penalty method
Contact detection at: Gauss integration point
Contact stiffness factor FKN 10.000
The resulting initial contact stiffness 0.30761E+07
Default penetration tolerance factor FTOLN 0.10000
The resulting penetration tolerance 0.75000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT 1.0000
Default elastic slip factor SLTOL 0.50000E-02
The resulting elastic slip tolerance 0.25000E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX 0.10000E+21
Average contact surface length 0.50000
Average contact pair depth 0.75000
Average target surface length 0.50000
Default pinball region factor PINB 0.25000
The resulting pinball region 0.18750
Initial penetration/gap is excluded.
Bonded contact (always) with debonding is defined.
*** WARNING *** CP = 0.743 TIME= 07:40:25
Normal separation at maximum traction for debonding (obtained from data
specified on TB,CZM command) is greater than pinball radius. Increase
pinball radius so it is greater than the expected maximum normal
separation (when normal traction becomes zero); otherwise, debonding
calculations will be bypassed when normal separation exceeds pinball
radius.
*** NOTE *** CP = 0.743 TIME= 07:40:25
Max. Initial penetration 0 was detected between contact element 1081
and target element 940.
****************************************
D I S T R I B U T E D D O M A I N D E C O M P O S E R
...Number of elements: 1360
...Number of nodes: 3210
...Decompose to 4 CPU domains
...Element load balance ratio = 1.112
L O A D S T E P O P T I O N S
LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1
TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.0000
AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON
INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 100
MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 100
MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 100
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15
STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO
STRESS-STIFFENING . . . . . . . . . . . . . . . ON
TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)
CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH
ACTIVE MAT. NONLINEARITIES
PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
DATABASE OUTPUT CONTROLS
ITEM FREQUENCY COMPONENT
ALL NONE
NSOL ALL
RSOL ALL
EANG ALL
ETMP ALL
VENG ALL
STRS ALL
EPEL ALL
EPPL ALL
CONT ALL
SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC.
*** WARNING *** CP = 1.036 TIME= 07:40:25
Normal separation at maximum traction for debonding (obtained from data
specified on TB,CZM command) is greater than pinball radius. Increase
pinball radius so it is greater than the expected maximum normal
separation (when normal traction becomes zero); otherwise, debonding
calculations will be bypassed when normal separation exceeds pinball
radius.
*** WARNING *** CP = 1.037 TIME= 07:40:25
Normal separation at maximum traction for debonding (obtained from data
specified on TB,CZM command) is greater than pinball radius. Increase
pinball radius so it is greater than the expected maximum normal
separation (when normal traction becomes zero); otherwise, debonding
calculations will be bypassed when normal separation exceeds pinball
radius.
Range of element maximum matrix coefficients in global coordinates
Maximum = 769032.209 at element 1076.
Minimum = 367534.443 at element 430.
*** ELEMENT MATRIX FORMULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 400 PLANE183 0.027 0.000069
2 400 PLANE183 0.062 0.000155
3 280 CONTA172 0.013 0.000046
4 280 TARGE169 0.001 0.000003
Time at end of element matrix formulation CP = 1.18508697.
ALL CURRENT MAPDL DATA WRITTEN TO FILE NAME= file.rdb
FOR POSSIBLE RESUME FROM THIS POINT
FORCE CONVERGENCE VALUE = 1956. CRITERION= 9.782
DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
Number of equations = 6398, Maximum wavefront = 42
Process memory allocated for solver = 2.372 MB
Process memory required for in-core solution = 2.293 MB
Process memory required for out-of-core solution = 2.005 MB
Total memory allocated for solver = 8.520 MB
Total memory required for in-core solution = 8.220 MB
Total memory required for out-of-core solution = 7.166 MB
*** NOTE *** CP = 1.333 TIME= 07:40:25
The Distributed Sparse Matrix Solver is currently running in the
in-core memory mode. This memory mode uses the most amount of memory
in order to avoid using the hard drive as much as possible, which most
often results in the fastest solution time. This mode is recommended
if enough physical memory is present to accommodate all of the solver
data.
Distributed sparse solver maximum pivot= 1136566.65 at node 2873 UX.
Distributed sparse solver minimum pivot= 24.4793853 at node 1529 UY.
Distributed sparse solver minimum pivot in absolute value= 24.4793853
at node 1529 UY.
DISP CONVERGENCE VALUE = 0.1000 CRITERION= 0.5000E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1000
DISP CONVERGENCE VALUE = 0.1000 CRITERION= 0.5000E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1000
FORCE CONVERGENCE VALUE = 3.339 CRITERION= 0.2437E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1878E-03
DISP CONVERGENCE VALUE = 0.1878E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1878E-03
FORCE CONVERGENCE VALUE = 2.990 CRITERION= 0.2308E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4592E-03
DISP CONVERGENCE VALUE = 0.4195E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9134 SCALED MAX DOF INC = 0.4195E-03
FORCE CONVERGENCE VALUE = 4.244 CRITERION= 0.2260E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2812E-03
DISP CONVERGENCE VALUE = 0.2812E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2812E-03
FORCE CONVERGENCE VALUE = 1.828 CRITERION= 0.2228E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2891E-03
DISP CONVERGENCE VALUE = 0.2415E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8353 SCALED MAX DOF INC = -0.2415E-03
FORCE CONVERGENCE VALUE = 2.921 CRITERION= 0.2202E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1826E-03
DISP CONVERGENCE VALUE = 0.1826E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1826E-03
FORCE CONVERGENCE VALUE = 0.8149 CRITERION= 0.2182E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1291E-03
DISP CONVERGENCE VALUE = 0.1291E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1291E-03
FORCE CONVERGENCE VALUE = 0.1905 CRITERION= 0.2549E-02
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2230E-04
DISP CONVERGENCE VALUE = 0.2230E-04 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2230E-04
FORCE CONVERGENCE VALUE = 0.1499E-03 CRITERION= 0.2598E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8
*** ELEMENT RESULT CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 400 PLANE183 0.021 0.000052
2 400 PLANE183 0.021 0.000051
3 280 CONTA172 0.008 0.000030
*** NODAL LOAD CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 400 PLANE183 0.006 0.000015
2 400 PLANE183 0.006 0.000015
3 280 CONTA172 0.002 0.000007
*** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 8
*** TIME = 0.100000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.736 CRITERION= 0.4579E-02
DISP CONVERGENCE VALUE = 0.1390E-02 CRITERION= 0.5000E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1390E-02
DISP CONVERGENCE VALUE = 0.1390E-02 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1390E-02
FORCE CONVERGENCE VALUE = 2.888 CRITERION= 0.4183E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4733E-03
DISP CONVERGENCE VALUE = 0.4125E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8716 SCALED MAX DOF INC = -0.4125E-03
FORCE CONVERGENCE VALUE = 4.466 CRITERION= 0.4143E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3029E-03
DISP CONVERGENCE VALUE = 0.3029E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3029E-03
FORCE CONVERGENCE VALUE = 1.603 CRITERION= 0.4113E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2689E-03
DISP CONVERGENCE VALUE = 0.1984E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7377 SCALED MAX DOF INC = -0.1984E-03
FORCE CONVERGENCE VALUE = 2.776 CRITERION= 0.4094E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1647E-03
DISP CONVERGENCE VALUE = 0.1647E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1647E-03
FORCE CONVERGENCE VALUE = 0.2541 CRITERION= 0.4078E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4262E-04
DISP CONVERGENCE VALUE = 0.4262E-04 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4262E-04
FORCE CONVERGENCE VALUE = 0.5821E-03 CRITERION= 0.4074E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 14
*** TIME = 0.200000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.508 CRITERION= 0.6218E-02
DISP CONVERGENCE VALUE = 0.1124E-02 CRITERION= 0.5000E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1124E-02
DISP CONVERGENCE VALUE = 0.1124E-02 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1124E-02
FORCE CONVERGENCE VALUE = 2.344 CRITERION= 0.5876E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2926E-03
DISP CONVERGENCE VALUE = 0.2926E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2926E-03
FORCE CONVERGENCE VALUE = 1.773 CRITERION= 0.5851E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3095E-03
DISP CONVERGENCE VALUE = 0.2242E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7244 SCALED MAX DOF INC = 0.2242E-03
FORCE CONVERGENCE VALUE = 3.117 CRITERION= 0.5830E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7952E-04
DISP CONVERGENCE VALUE = 0.7952E-04 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7952E-04
FORCE CONVERGENCE VALUE = 0.8581 CRITERION= 0.5823E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1084E-03
DISP CONVERGENCE VALUE = 0.1084E-03 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1084E-03
FORCE CONVERGENCE VALUE = 0.1977 CRITERION= 0.5814E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3465E-04
DISP CONVERGENCE VALUE = 0.3465E-04 CRITERION= 0.5000E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3465E-04
FORCE CONVERGENCE VALUE = 0.5894E-03 CRITERION= 0.5811E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 20
*** TIME = 0.300000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.373 CRITERION= 0.7777E-02
DISP CONVERGENCE VALUE = 0.9942E-03 CRITERION= 0.5001E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9942E-03
DISP CONVERGENCE VALUE = 0.9942E-03 CRITERION= 0.5001E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9942E-03
FORCE CONVERGENCE VALUE = 2.068 CRITERION= 0.7462E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2701E-03
DISP CONVERGENCE VALUE = 0.2701E-03 CRITERION= 0.5001E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2701E-03
FORCE CONVERGENCE VALUE = 1.402 CRITERION= 0.7440E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2511E-03
DISP CONVERGENCE VALUE = 0.2511E-03 CRITERION= 0.5001E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2511E-03
FORCE CONVERGENCE VALUE = 0.3859 CRITERION= 0.7419E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5149E-04
DISP CONVERGENCE VALUE = 0.5149E-04 CRITERION= 0.5001E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5149E-04
FORCE CONVERGENCE VALUE = 0.9820E-03 CRITERION= 0.7415E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 24
*** TIME = 0.400000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.230 CRITERION= 0.9245E-02
DISP CONVERGENCE VALUE = 0.1122E-02 CRITERION= 0.5002E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1122E-02
DISP CONVERGENCE VALUE = 0.1122E-02 CRITERION= 0.5002E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1122E-02
FORCE CONVERGENCE VALUE = 1.337 CRITERION= 0.8929E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1862E-03
DISP CONVERGENCE VALUE = 0.1862E-03 CRITERION= 0.5002E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1862E-03
FORCE CONVERGENCE VALUE = 0.5599 CRITERION= 0.8916E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1064E-03
DISP CONVERGENCE VALUE = 0.1064E-03 CRITERION= 0.5002E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1064E-03
FORCE CONVERGENCE VALUE = 0.2395E-02 CRITERION= 0.8908E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 27
*** TIME = 0.500000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.091 CRITERION= 0.1062E-01
DISP CONVERGENCE VALUE = 0.6920E-03 CRITERION= 0.5003E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6920E-03
DISP CONVERGENCE VALUE = 0.6920E-03 CRITERION= 0.5003E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6920E-03
FORCE CONVERGENCE VALUE = 2.172 CRITERION= 0.1035E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3073E-03
DISP CONVERGENCE VALUE = 0.3073E-03 CRITERION= 0.5003E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3073E-03
FORCE CONVERGENCE VALUE = 1.386 CRITERION= 0.1032E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2718E-03
DISP CONVERGENCE VALUE = 0.2718E-03 CRITERION= 0.5003E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2718E-03
FORCE CONVERGENCE VALUE = 0.2147 CRITERION= 0.1030E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3189E-04
DISP CONVERGENCE VALUE = 0.3189E-04 CRITERION= 0.5003E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3189E-04
FORCE CONVERGENCE VALUE = 0.1775E-02 CRITERION= 0.1030E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 31
*** TIME = 0.600000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.082 CRITERION= 0.1192E-01
DISP CONVERGENCE VALUE = 0.7217E-03 CRITERION= 0.5004E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7217E-03
DISP CONVERGENCE VALUE = 0.7217E-03 CRITERION= 0.5004E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7217E-03
FORCE CONVERGENCE VALUE = 2.122 CRITERION= 0.1164E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4332E-03
DISP CONVERGENCE VALUE = 0.4332E-03 CRITERION= 0.5004E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4332E-03
FORCE CONVERGENCE VALUE = 0.8789 CRITERION= 0.1161E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1338E-03
DISP CONVERGENCE VALUE = 0.1338E-03 CRITERION= 0.5004E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1338E-03
FORCE CONVERGENCE VALUE = 0.3497E-02 CRITERION= 0.1161E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 7 COMPLETED. CUM ITER = 34
*** TIME = 0.700000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.094 CRITERION= 0.1312E-01
DISP CONVERGENCE VALUE = 0.1016E-02 CRITERION= 0.5006E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1016E-02
DISP CONVERGENCE VALUE = 0.1016E-02 CRITERION= 0.5006E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1016E-02
FORCE CONVERGENCE VALUE = 1.490 CRITERION= 0.1284E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2392E-03
DISP CONVERGENCE VALUE = 0.2392E-03 CRITERION= 0.5006E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2392E-03
FORCE CONVERGENCE VALUE = 0.5735 CRITERION= 0.1282E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1274E-03
DISP CONVERGENCE VALUE = 0.1274E-03 CRITERION= 0.5006E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1274E-03
FORCE CONVERGENCE VALUE = 0.4058E-02 CRITERION= 0.1281E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 8 COMPLETED. CUM ITER = 37
*** TIME = 0.800000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.880 CRITERION= 0.1423E-01
DISP CONVERGENCE VALUE = 0.7189E-03 CRITERION= 0.5007E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7189E-03
DISP CONVERGENCE VALUE = 0.7189E-03 CRITERION= 0.5007E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7189E-03
FORCE CONVERGENCE VALUE = 2.080 CRITERION= 0.1397E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3458E-03
DISP CONVERGENCE VALUE = 0.3458E-03 CRITERION= 0.5007E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3458E-03
FORCE CONVERGENCE VALUE = 1.161 CRITERION= 0.1395E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2706E-03
DISP CONVERGENCE VALUE = 0.2706E-03 CRITERION= 0.5007E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2706E-03
FORCE CONVERGENCE VALUE = 0.7224E-02 CRITERION= 0.1393E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 9 COMPLETED. CUM ITER = 40
*** TIME = 0.900000E-01 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.871 CRITERION= 0.1526E-01
DISP CONVERGENCE VALUE = 0.9997E-03 CRITERION= 0.5008E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9997E-03
DISP CONVERGENCE VALUE = 0.9997E-03 CRITERION= 0.5008E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9997E-03
FORCE CONVERGENCE VALUE = 1.767 CRITERION= 0.1499E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4383E-03
DISP CONVERGENCE VALUE = 0.4383E-03 CRITERION= 0.5008E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4383E-03
FORCE CONVERGENCE VALUE = 0.3910 CRITERION= 0.1496E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7361E-04
DISP CONVERGENCE VALUE = 0.7361E-04 CRITERION= 0.5008E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7361E-04
FORCE CONVERGENCE VALUE = 0.5217E-02 CRITERION= 0.1496E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 10 COMPLETED. CUM ITER = 43
*** TIME = 0.100000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.843 CRITERION= 0.1618E-01
DISP CONVERGENCE VALUE = 0.8122E-03 CRITERION= 0.5008E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8122E-03
DISP CONVERGENCE VALUE = 0.8122E-03 CRITERION= 0.5008E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8122E-03
FORCE CONVERGENCE VALUE = 2.434 CRITERION= 0.1593E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6386E-03
DISP CONVERGENCE VALUE = 0.6386E-03 CRITERION= 0.5008E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6386E-03
FORCE CONVERGENCE VALUE = 1.023 CRITERION= 0.1589E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2032E-03
DISP CONVERGENCE VALUE = 0.2032E-03 CRITERION= 0.5008E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2032E-03
FORCE CONVERGENCE VALUE = 0.6449E-02 CRITERION= 0.1588E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 11 COMPLETED. CUM ITER = 46
*** TIME = 0.110000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.951 CRITERION= 0.1699E-01
DISP CONVERGENCE VALUE = 0.1485E-02 CRITERION= 0.5009E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1485E-02
DISP CONVERGENCE VALUE = 0.1485E-02 CRITERION= 0.5009E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1485E-02
FORCE CONVERGENCE VALUE = 1.780 CRITERION= 0.1671E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3845E-03
DISP CONVERGENCE VALUE = 0.3845E-03 CRITERION= 0.5009E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3845E-03
FORCE CONVERGENCE VALUE = 0.7676 CRITERION= 0.1668E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2335E-03
DISP CONVERGENCE VALUE = 0.2335E-03 CRITERION= 0.5009E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2335E-03
FORCE CONVERGENCE VALUE = 0.7477E-02 CRITERION= 0.1667E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 12 COMPLETED. CUM ITER = 49
*** TIME = 0.120000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.711 CRITERION= 0.1765E-01
DISP CONVERGENCE VALUE = 0.1747E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1747E-02
DISP CONVERGENCE VALUE = 0.1747E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1747E-02
FORCE CONVERGENCE VALUE = 1.778 CRITERION= 0.1736E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5978E-03
DISP CONVERGENCE VALUE = 0.5978E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5978E-03
FORCE CONVERGENCE VALUE = 0.3314 CRITERION= 0.1733E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8599E-04
DISP CONVERGENCE VALUE = 0.8599E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8599E-04
FORCE CONVERGENCE VALUE = 0.7680E-02 CRITERION= 0.1732E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 13 COMPLETED. CUM ITER = 52
*** TIME = 0.130000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.829 CRITERION= 0.1814E-01
DISP CONVERGENCE VALUE = 0.1618E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1618E-02
DISP CONVERGENCE VALUE = 0.1618E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1618E-02
FORCE CONVERGENCE VALUE = 3.115 CRITERION= 0.1788E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1171E-02
DISP CONVERGENCE VALUE = 0.8701E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7428 SCALED MAX DOF INC = -0.8701E-03
FORCE CONVERGENCE VALUE = 5.544 CRITERION= 0.1783E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7549E-03
DISP CONVERGENCE VALUE = 0.7549E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.7549E-03
FORCE CONVERGENCE VALUE = 0.6570 CRITERION= 0.1778E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2726E-03
DISP CONVERGENCE VALUE = 0.2726E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2726E-03
FORCE CONVERGENCE VALUE = 0.8204E-02 CRITERION= 0.1777E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 14 COMPLETED. CUM ITER = 56
*** TIME = 0.140000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 2.838 CRITERION= 0.1836E-01
DISP CONVERGENCE VALUE = 0.2447E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2447E-02
DISP CONVERGENCE VALUE = 0.2447E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2447E-02
FORCE CONVERGENCE VALUE = 3.601 CRITERION= 0.1807E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1156E-02
DISP CONVERGENCE VALUE = 0.1156E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1156E-02
FORCE CONVERGENCE VALUE = 2.744 CRITERION= 0.1801E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1319E-02
DISP CONVERGENCE VALUE = 0.9328E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7071 SCALED MAX DOF INC = 0.9328E-03
FORCE CONVERGENCE VALUE = 5.126 CRITERION= 0.1796E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3625E-03
DISP CONVERGENCE VALUE = 0.3625E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3625E-03
FORCE CONVERGENCE VALUE = 1.347 CRITERION= 0.1794E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4942E-03
DISP CONVERGENCE VALUE = 0.4942E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4942E-03
FORCE CONVERGENCE VALUE = 0.2936 CRITERION= 0.1791E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1641E-03
DISP CONVERGENCE VALUE = 0.1641E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1641E-03
FORCE CONVERGENCE VALUE = 0.7587E-02 CRITERION= 0.1790E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 15 COMPLETED. CUM ITER = 62
*** TIME = 0.150000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 3.194 CRITERION= 0.1814E-01
DISP CONVERGENCE VALUE = 0.5035E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5035E-02
DISP CONVERGENCE VALUE = 0.5035E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5035E-02
FORCE CONVERGENCE VALUE = 4.536 CRITERION= 0.1775E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1462E-02
DISP CONVERGENCE VALUE = 0.1462E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1462E-02
FORCE CONVERGENCE VALUE = 3.742 CRITERION= 0.1768E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2285E-02
DISP CONVERGENCE VALUE = 0.1771E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7752 SCALED MAX DOF INC = 0.1771E-02
FORCE CONVERGENCE VALUE = 6.554 CRITERION= 0.1758E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1451E-02
DISP CONVERGENCE VALUE = 0.1451E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1451E-02
FORCE CONVERGENCE VALUE = 1.556 CRITERION= 0.1750E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9546E-03
DISP CONVERGENCE VALUE = 0.9321E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9765 SCALED MAX DOF INC = -0.9321E-03
FORCE CONVERGENCE VALUE = 0.1218 CRITERION= 0.1745E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2476E-03
DISP CONVERGENCE VALUE = 0.2133E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8614 SCALED MAX DOF INC = -0.2133E-03
FORCE CONVERGENCE VALUE = 0.1784E-01 CRITERION= 0.1747E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4307E-04
DISP CONVERGENCE VALUE = 0.3554E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8254 SCALED MAX DOF INC = 0.3554E-04
FORCE CONVERGENCE VALUE = 0.3538E-02 CRITERION= 0.2053E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 16 COMPLETED. CUM ITER = 69
*** TIME = 0.160000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 4.732 TIME= 07:40:29
Contact element 941 (real ID 3) status changes abruptly from contact
(with target element 1360) -> no-contact.
FORCE CONVERGENCE VALUE = 3.881 CRITERION= 0.1709E-01
DISP CONVERGENCE VALUE = 0.3371E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3371E-02
DISP CONVERGENCE VALUE = 0.3371E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3371E-02
FORCE CONVERGENCE VALUE = 4.789 CRITERION= 0.1731E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3485E-02
DISP CONVERGENCE VALUE = 0.2877E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8255 SCALED MAX DOF INC = 0.2877E-02
FORCE CONVERGENCE VALUE = 8.193 CRITERION= 0.1716E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1922E-02
DISP CONVERGENCE VALUE = 0.1922E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1922E-02
FORCE CONVERGENCE VALUE = 2.866 CRITERION= 0.1706E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1941E-02
DISP CONVERGENCE VALUE = 0.1362E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7018 SCALED MAX DOF INC = 0.1362E-02
FORCE CONVERGENCE VALUE = 5.230 CRITERION= 0.1699E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1711E-03
DISP CONVERGENCE VALUE = 0.1711E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1711E-03
FORCE CONVERGENCE VALUE = 1.492 CRITERION= 0.1699E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9166E-03
DISP CONVERGENCE VALUE = 0.9157E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9990 SCALED MAX DOF INC = 0.9157E-03
FORCE CONVERGENCE VALUE = 0.5152 CRITERION= 0.1694E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1664E-03
DISP CONVERGENCE VALUE = 0.1647E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9901 SCALED MAX DOF INC = -0.1647E-03
FORCE CONVERGENCE VALUE = 0.8558E-02 CRITERION= 0.1991E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 17 COMPLETED. CUM ITER = 76
*** TIME = 0.170000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 5.048 TIME= 07:40:29
Contact element 943 (real ID 3) status changes abruptly from contact
(with target element 1358) -> no-contact.
FORCE CONVERGENCE VALUE = 3.900 CRITERION= 0.1645E-01
DISP CONVERGENCE VALUE = 0.6058E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6058E-02
DISP CONVERGENCE VALUE = 0.6058E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6058E-02
FORCE CONVERGENCE VALUE = 4.425 CRITERION= 0.1681E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3012E-02
DISP CONVERGENCE VALUE = 0.3012E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3012E-02
FORCE CONVERGENCE VALUE = 3.938 CRITERION= 0.1666E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2472E-02
DISP CONVERGENCE VALUE = 0.1924E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7783 SCALED MAX DOF INC = -0.1924E-02
FORCE CONVERGENCE VALUE = 6.780 CRITERION= 0.1657E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1569E-02
DISP CONVERGENCE VALUE = 0.1569E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1569E-02
FORCE CONVERGENCE VALUE = 1.762 CRITERION= 0.1650E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9972E-03
DISP CONVERGENCE VALUE = 0.9960E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9988 SCALED MAX DOF INC = -0.9960E-03
FORCE CONVERGENCE VALUE = 0.3334 CRITERION= 0.1646E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3271E-04
DISP CONVERGENCE VALUE = 0.3271E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9999 SCALED MAX DOF INC = -0.3271E-04
FORCE CONVERGENCE VALUE = 0.6589E-02 CRITERION= 0.1646E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 18 COMPLETED. CUM ITER = 82
*** TIME = 0.180000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 5.319 TIME= 07:40:29
Contact element 946 (real ID 3) status changes abruptly from contact
(with target element 1355) -> no-contact.
FORCE CONVERGENCE VALUE = 3.796 CRITERION= 0.1604E-01
DISP CONVERGENCE VALUE = 0.6220E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6220E-02
DISP CONVERGENCE VALUE = 0.6220E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6220E-02
FORCE CONVERGENCE VALUE = 4.553 CRITERION= 0.1636E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4215E-02
DISP CONVERGENCE VALUE = 0.3432E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8143 SCALED MAX DOF INC = 0.3432E-02
FORCE CONVERGENCE VALUE = 7.987 CRITERION= 0.1621E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2115E-02
DISP CONVERGENCE VALUE = 0.2115E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2115E-02
FORCE CONVERGENCE VALUE = 2.745 CRITERION= 0.1612E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2027E-02
DISP CONVERGENCE VALUE = 0.2027E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2027E-02
FORCE CONVERGENCE VALUE = 1.455 CRITERION= 0.1603E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2856E-03
DISP CONVERGENCE VALUE = 0.2856E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2856E-03
FORCE CONVERGENCE VALUE = 0.3397 CRITERION= 0.1603E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2857E-03
DISP CONVERGENCE VALUE = 0.2709E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9483 SCALED MAX DOF INC = -0.2709E-03
FORCE CONVERGENCE VALUE = 0.1869E-01 CRITERION= 0.1601E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1278E-03
DISP CONVERGENCE VALUE = 0.8883E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6949 SCALED MAX DOF INC = -0.8883E-04
FORCE CONVERGENCE VALUE = 0.5676E-02 CRITERION= 0.1883E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 19 COMPLETED. CUM ITER = 89
*** TIME = 0.190000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 5.629 TIME= 07:40:30
Contact element 948 (real ID 3) status changes abruptly from contact
(with target element 1353) -> no-contact.
FORCE CONVERGENCE VALUE = 3.792 CRITERION= 0.1562E-01
DISP CONVERGENCE VALUE = 0.5678E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5678E-02
DISP CONVERGENCE VALUE = 0.5678E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5678E-02
FORCE CONVERGENCE VALUE = 4.052 CRITERION= 0.1589E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3321E-02
DISP CONVERGENCE VALUE = 0.3321E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3321E-02
FORCE CONVERGENCE VALUE = 3.589 CRITERION= 0.1575E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2103E-02
DISP CONVERGENCE VALUE = 0.1592E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7571 SCALED MAX DOF INC = -0.1592E-02
FORCE CONVERGENCE VALUE = 6.239 CRITERION= 0.1569E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1615E-02
DISP CONVERGENCE VALUE = 0.1615E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1615E-02
FORCE CONVERGENCE VALUE = 1.333 CRITERION= 0.1563E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8167E-03
DISP CONVERGENCE VALUE = 0.7925E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9703 SCALED MAX DOF INC = -0.7925E-03
FORCE CONVERGENCE VALUE = 0.4124E-01 CRITERION= 0.1560E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3530E-03
DISP CONVERGENCE VALUE = 0.2509E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7109 SCALED MAX DOF INC = -0.2509E-03
FORCE CONVERGENCE VALUE = 0.1185E-01 CRITERION= 0.1561E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 20 COMPLETED. CUM ITER = 95
*** TIME = 0.200000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 5.901 TIME= 07:40:30
Contact element 951 (real ID 3) status changes abruptly from contact
(with target element 1350) -> no-contact.
FORCE CONVERGENCE VALUE = 3.688 CRITERION= 0.1525E-01
DISP CONVERGENCE VALUE = 0.5420E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5420E-02
DISP CONVERGENCE VALUE = 0.5420E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5420E-02
FORCE CONVERGENCE VALUE = 3.933 CRITERION= 0.1549E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4540E-02
DISP CONVERGENCE VALUE = 0.3476E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7656 SCALED MAX DOF INC = 0.3476E-02
FORCE CONVERGENCE VALUE = 6.987 CRITERION= 0.1535E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1699E-02
DISP CONVERGENCE VALUE = 0.1699E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1699E-02
FORCE CONVERGENCE VALUE = 2.028 CRITERION= 0.1529E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1704E-02
DISP CONVERGENCE VALUE = 0.1697E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9964 SCALED MAX DOF INC = 0.1697E-02
FORCE CONVERGENCE VALUE = 0.6912 CRITERION= 0.1523E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1039E-03
DISP CONVERGENCE VALUE = 0.1037E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9982 SCALED MAX DOF INC = -0.1037E-03
FORCE CONVERGENCE VALUE = 0.6755E-02 CRITERION= 0.1523E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 21 COMPLETED. CUM ITER = 100
*** TIME = 0.210000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 6.134 TIME= 07:40:30
Contact element 953 (real ID 3) status changes abruptly from contact
(with target element 1348) -> no-contact.
FORCE CONVERGENCE VALUE = 3.625 CRITERION= 0.1489E-01
DISP CONVERGENCE VALUE = 0.4244E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4244E-02
DISP CONVERGENCE VALUE = 0.4244E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4244E-02
FORCE CONVERGENCE VALUE = 3.233 CRITERION= 0.1507E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3028E-02
DISP CONVERGENCE VALUE = 0.3028E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3028E-02
FORCE CONVERGENCE VALUE = 2.677 CRITERION= 0.1496E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1976E-02
DISP CONVERGENCE VALUE = 0.1976E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1976E-02
FORCE CONVERGENCE VALUE = 1.353 CRITERION= 0.1489E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2574E-03
DISP CONVERGENCE VALUE = 0.2574E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2574E-03
FORCE CONVERGENCE VALUE = 0.2216 CRITERION= 0.1489E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2086E-03
DISP CONVERGENCE VALUE = 0.2002E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9599 SCALED MAX DOF INC = -0.2002E-03
FORCE CONVERGENCE VALUE = 0.1072E-01 CRITERION= 0.1488E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 22 COMPLETED. CUM ITER = 105
*** TIME = 0.220000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 6.367 TIME= 07:40:30
Contact element 956 (real ID 3) status changes abruptly from contact
(with target element 1345) -> no-contact.
FORCE CONVERGENCE VALUE = 3.637 CRITERION= 0.1457E-01
DISP CONVERGENCE VALUE = 0.5477E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5477E-02
DISP CONVERGENCE VALUE = 0.5477E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5477E-02
FORCE CONVERGENCE VALUE = 3.617 CRITERION= 0.1477E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3582E-02
DISP CONVERGENCE VALUE = 0.3582E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3582E-02
FORCE CONVERGENCE VALUE = 3.156 CRITERION= 0.1465E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1987E-02
DISP CONVERGENCE VALUE = 0.1438E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7235 SCALED MAX DOF INC = -0.1438E-02
FORCE CONVERGENCE VALUE = 5.598 CRITERION= 0.1461E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1603E-02
DISP CONVERGENCE VALUE = 0.1603E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1603E-02
FORCE CONVERGENCE VALUE = 0.8346 CRITERION= 0.1456E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4707E-03
DISP CONVERGENCE VALUE = 0.4590E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9751 SCALED MAX DOF INC = -0.4590E-03
FORCE CONVERGENCE VALUE = 0.2238E-01 CRITERION= 0.1454E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2634E-03
DISP CONVERGENCE VALUE = 0.1735E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6587 SCALED MAX DOF INC = -0.1735E-03
FORCE CONVERGENCE VALUE = 0.7575E-02 CRITERION= 0.1455E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 23 COMPLETED. CUM ITER = 111
*** TIME = 0.230000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 6.651 TIME= 07:40:31
Contact element 958 (real ID 3) status changes abruptly from contact
(with target element 1343) -> no-contact.
FORCE CONVERGENCE VALUE = 3.369 CRITERION= 0.1426E-01
DISP CONVERGENCE VALUE = 0.4867E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4867E-02
DISP CONVERGENCE VALUE = 0.4867E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4867E-02
FORCE CONVERGENCE VALUE = 3.164 CRITERION= 0.1442E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4692E-02
DISP CONVERGENCE VALUE = 0.3366E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7174 SCALED MAX DOF INC = 0.3366E-02
FORCE CONVERGENCE VALUE = 5.918 CRITERION= 0.1432E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2003E-02
DISP CONVERGENCE VALUE = 0.2003E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2003E-02
FORCE CONVERGENCE VALUE = 1.252 CRITERION= 0.1426E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6438E-03
DISP CONVERGENCE VALUE = 0.6348E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9861 SCALED MAX DOF INC = -0.6348E-03
FORCE CONVERGENCE VALUE = 0.2039E-01 CRITERION= 0.1424E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2165E-03
DISP CONVERGENCE VALUE = 0.1662E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7676 SCALED MAX DOF INC = -0.1662E-03
FORCE CONVERGENCE VALUE = 0.4686E-02 CRITERION= 0.1425E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 24 COMPLETED. CUM ITER = 116
*** TIME = 0.240000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 6.883 TIME= 07:40:31
Contact element 960 (real ID 3) status changes abruptly from contact
(with target element 1341) -> no-contact.
FORCE CONVERGENCE VALUE = 3.388 CRITERION= 0.1398E-01
DISP CONVERGENCE VALUE = 0.5190E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5190E-02
DISP CONVERGENCE VALUE = 0.5190E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5190E-02
FORCE CONVERGENCE VALUE = 3.417 CRITERION= 0.1414E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5022E-02
DISP CONVERGENCE VALUE = 0.3642E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7253 SCALED MAX DOF INC = 0.3642E-02
FORCE CONVERGENCE VALUE = 6.225 CRITERION= 0.1404E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1722E-02
DISP CONVERGENCE VALUE = 0.1722E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1722E-02
FORCE CONVERGENCE VALUE = 1.482 CRITERION= 0.1399E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1452E-02
DISP CONVERGENCE VALUE = 0.1403E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9659 SCALED MAX DOF INC = -0.1403E-02
FORCE CONVERGENCE VALUE = 0.7941E-01 CRITERION= 0.1395E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4143E-03
DISP CONVERGENCE VALUE = 0.3309E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7985 SCALED MAX DOF INC = -0.3309E-03
FORCE CONVERGENCE VALUE = 0.1625E-01 CRITERION= 0.1396E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4601E-04
DISP CONVERGENCE VALUE = 0.4014E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8724 SCALED MAX DOF INC = 0.4014E-04
FORCE CONVERGENCE VALUE = 0.3179E-02 CRITERION= 0.1396E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 25 COMPLETED. CUM ITER = 122
*** TIME = 0.250000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 7.152 TIME= 07:40:31
Contact element 962 (real ID 3) status changes abruptly from contact
(with target element 1339) -> no-contact.
FORCE CONVERGENCE VALUE = 3.560 CRITERION= 0.1371E-01
DISP CONVERGENCE VALUE = 0.6151E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6151E-02
DISP CONVERGENCE VALUE = 0.6151E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6151E-02
FORCE CONVERGENCE VALUE = 3.521 CRITERION= 0.1389E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5638E-02
DISP CONVERGENCE VALUE = 0.4102E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7276 SCALED MAX DOF INC = 0.4102E-02
FORCE CONVERGENCE VALUE = 6.408 CRITERION= 0.1377E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1864E-02
DISP CONVERGENCE VALUE = 0.1864E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1864E-02
FORCE CONVERGENCE VALUE = 1.673 CRITERION= 0.1372E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1770E-02
DISP CONVERGENCE VALUE = 0.1721E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9720 SCALED MAX DOF INC = 0.1721E-02
FORCE CONVERGENCE VALUE = 0.3003 CRITERION= 0.1368E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2745E-03
DISP CONVERGENCE VALUE = 0.2665E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9709 SCALED MAX DOF INC = -0.2665E-03
FORCE CONVERGENCE VALUE = 0.1121E-01 CRITERION= 0.1368E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 26 COMPLETED. CUM ITER = 127
*** TIME = 0.260000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 7.384 TIME= 07:40:31
Contact element 964 (real ID 3) status changes abruptly from contact
(with target element 1337) -> no-contact.
FORCE CONVERGENCE VALUE = 3.488 CRITERION= 0.1345E-01
DISP CONVERGENCE VALUE = 0.7032E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7032E-02
DISP CONVERGENCE VALUE = 0.6996E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9949 SCALED MAX DOF INC = -0.6996E-02
FORCE CONVERGENCE VALUE = 3.536 CRITERION= 0.1364E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6137E-02
DISP CONVERGENCE VALUE = 0.4456E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7261 SCALED MAX DOF INC = 0.4456E-02
FORCE CONVERGENCE VALUE = 6.486 CRITERION= 0.1352E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1966E-02
DISP CONVERGENCE VALUE = 0.1966E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1966E-02
FORCE CONVERGENCE VALUE = 1.773 CRITERION= 0.1347E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1994E-02
DISP CONVERGENCE VALUE = 0.1929E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9675 SCALED MAX DOF INC = 0.1929E-02
FORCE CONVERGENCE VALUE = 0.4164 CRITERION= 0.1342E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2828E-03
DISP CONVERGENCE VALUE = 0.2761E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9761 SCALED MAX DOF INC = -0.2761E-03
FORCE CONVERGENCE VALUE = 0.1231E-01 CRITERION= 0.1343E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 27 COMPLETED. CUM ITER = 132
*** TIME = 0.270000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 7.616 TIME= 07:40:32
Contact element 966 (real ID 3) status changes abruptly from contact
(with target element 1335) -> no-contact.
FORCE CONVERGENCE VALUE = 3.371 CRITERION= 0.1320E-01
DISP CONVERGENCE VALUE = 0.7432E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7432E-02
DISP CONVERGENCE VALUE = 0.7356E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9897 SCALED MAX DOF INC = -0.7356E-02
FORCE CONVERGENCE VALUE = 3.499 CRITERION= 0.1339E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6453E-02
DISP CONVERGENCE VALUE = 0.4659E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7219 SCALED MAX DOF INC = 0.4659E-02
FORCE CONVERGENCE VALUE = 6.469 CRITERION= 0.1327E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2025E-02
DISP CONVERGENCE VALUE = 0.2025E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2025E-02
FORCE CONVERGENCE VALUE = 1.786 CRITERION= 0.1322E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2111E-02
DISP CONVERGENCE VALUE = 0.2022E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9578 SCALED MAX DOF INC = 0.2022E-02
FORCE CONVERGENCE VALUE = 0.4273 CRITERION= 0.1318E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4176E-03
DISP CONVERGENCE VALUE = 0.3984E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9541 SCALED MAX DOF INC = -0.3984E-03
FORCE CONVERGENCE VALUE = 0.2096E-01 CRITERION= 0.1319E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2395E-03
DISP CONVERGENCE VALUE = 0.1448E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6046 SCALED MAX DOF INC = 0.1448E-03
FORCE CONVERGENCE VALUE = 0.8354E-02 CRITERION= 0.1318E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 28 COMPLETED. CUM ITER = 138
*** TIME = 0.280000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 7.899 TIME= 07:40:32
Contact element 968 (real ID 3) status changes abruptly from contact
(with target element 1333) -> no-contact.
FORCE CONVERGENCE VALUE = 3.309 CRITERION= 0.1297E-01
DISP CONVERGENCE VALUE = 0.7662E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7662E-02
DISP CONVERGENCE VALUE = 0.7557E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9863 SCALED MAX DOF INC = -0.7557E-02
FORCE CONVERGENCE VALUE = 3.410 CRITERION= 0.1315E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6673E-02
DISP CONVERGENCE VALUE = 0.4765E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7142 SCALED MAX DOF INC = 0.4765E-02
FORCE CONVERGENCE VALUE = 6.355 CRITERION= 0.1304E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2048E-02
DISP CONVERGENCE VALUE = 0.2048E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2048E-02
FORCE CONVERGENCE VALUE = 1.715 CRITERION= 0.1299E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2106E-02
DISP CONVERGENCE VALUE = 0.2006E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9528 SCALED MAX DOF INC = 0.2006E-02
FORCE CONVERGENCE VALUE = 0.3499 CRITERION= 0.1294E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5171E-03
DISP CONVERGENCE VALUE = 0.4713E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9115 SCALED MAX DOF INC = -0.4713E-03
FORCE CONVERGENCE VALUE = 0.3183E-01 CRITERION= 0.1296E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2858E-03
DISP CONVERGENCE VALUE = 0.1735E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6069 SCALED MAX DOF INC = 0.1735E-03
FORCE CONVERGENCE VALUE = 0.1260E-01 CRITERION= 0.1295E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 29 COMPLETED. CUM ITER = 144
*** TIME = 0.290000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 8.185 TIME= 07:40:32
Contact element 970 (real ID 3) status changes abruptly from contact
(with target element 1331) -> no-contact.
FORCE CONVERGENCE VALUE = 3.302 CRITERION= 0.1275E-01
DISP CONVERGENCE VALUE = 0.7423E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7423E-02
DISP CONVERGENCE VALUE = 0.7337E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9884 SCALED MAX DOF INC = -0.7337E-02
FORCE CONVERGENCE VALUE = 3.289 CRITERION= 0.1292E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6760E-02
DISP CONVERGENCE VALUE = 0.4753E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7030 SCALED MAX DOF INC = 0.4753E-02
FORCE CONVERGENCE VALUE = 6.149 CRITERION= 0.1281E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2031E-02
DISP CONVERGENCE VALUE = 0.2031E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2031E-02
FORCE CONVERGENCE VALUE = 1.565 CRITERION= 0.1277E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1964E-02
DISP CONVERGENCE VALUE = 0.1873E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9535 SCALED MAX DOF INC = 0.1873E-02
FORCE CONVERGENCE VALUE = 0.1894 CRITERION= 0.1273E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5708E-03
DISP CONVERGENCE VALUE = 0.4775E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8365 SCALED MAX DOF INC = -0.4775E-03
FORCE CONVERGENCE VALUE = 0.3155E-01 CRITERION= 0.1274E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1863E-03
DISP CONVERGENCE VALUE = 0.1372E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7366 SCALED MAX DOF INC = 0.1372E-03
FORCE CONVERGENCE VALUE = 0.8617E-02 CRITERION= 0.1273E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 30 COMPLETED. CUM ITER = 150
*** TIME = 0.300000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 8.457 TIME= 07:40:32
Contact element 972 (real ID 3) status changes abruptly from contact
(with target element 1329) -> no-contact.
FORCE CONVERGENCE VALUE = 3.339 CRITERION= 0.1255E-01
DISP CONVERGENCE VALUE = 0.6946E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6946E-02
DISP CONVERGENCE VALUE = 0.6899E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9933 SCALED MAX DOF INC = -0.6899E-02
FORCE CONVERGENCE VALUE = 3.128 CRITERION= 0.1269E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6717E-02
DISP CONVERGENCE VALUE = 0.4623E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6882 SCALED MAX DOF INC = 0.4623E-02
FORCE CONVERGENCE VALUE = 5.858 CRITERION= 0.1259E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1973E-02
DISP CONVERGENCE VALUE = 0.1973E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1973E-02
FORCE CONVERGENCE VALUE = 1.337 CRITERION= 0.1255E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1669E-02
DISP CONVERGENCE VALUE = 0.1577E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9449 SCALED MAX DOF INC = 0.1577E-02
FORCE CONVERGENCE VALUE = 0.7492E-01 CRITERION= 0.1252E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6355E-03
DISP CONVERGENCE VALUE = 0.4625E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7279 SCALED MAX DOF INC = -0.4625E-03
FORCE CONVERGENCE VALUE = 0.2033E-01 CRITERION= 0.1253E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2520E-04
DISP CONVERGENCE VALUE = 0.2381E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9450 SCALED MAX DOF INC = 0.2381E-04
FORCE CONVERGENCE VALUE = 0.1152E-02 CRITERION= 0.1253E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 31 COMPLETED. CUM ITER = 156
*** TIME = 0.310000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 8.730 TIME= 07:40:33
Contact element 974 (real ID 3) status changes abruptly from contact
(with target element 1327) -> no-contact.
FORCE CONVERGENCE VALUE = 3.283 CRITERION= 0.1236E-01
DISP CONVERGENCE VALUE = 0.5900E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5900E-02
DISP CONVERGENCE VALUE = 0.5900E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5900E-02
FORCE CONVERGENCE VALUE = 2.941 CRITERION= 0.1247E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6419E-02
DISP CONVERGENCE VALUE = 0.4303E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6703 SCALED MAX DOF INC = 0.4303E-02
FORCE CONVERGENCE VALUE = 5.493 CRITERION= 0.1238E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1860E-02
DISP CONVERGENCE VALUE = 0.1860E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1860E-02
FORCE CONVERGENCE VALUE = 1.034 CRITERION= 0.1235E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1204E-02
DISP CONVERGENCE VALUE = 0.1145E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9507 SCALED MAX DOF INC = 0.1145E-02
FORCE CONVERGENCE VALUE = 0.5208E-01 CRITERION= 0.1232E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5033E-03
DISP CONVERGENCE VALUE = 0.3577E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7107 SCALED MAX DOF INC = -0.3577E-03
FORCE CONVERGENCE VALUE = 0.1501E-01 CRITERION= 0.1233E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1735E-04
DISP CONVERGENCE VALUE = 0.1650E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9507 SCALED MAX DOF INC = 0.1650E-04
FORCE CONVERGENCE VALUE = 0.7679E-03 CRITERION= 0.1233E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 32 COMPLETED. CUM ITER = 162
*** TIME = 0.320000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 9.002 TIME= 07:40:33
Contact element 976 (real ID 3) status changes abruptly from contact
(with target element 1325) -> no-contact.
FORCE CONVERGENCE VALUE = 3.055 CRITERION= 0.1216E-01
DISP CONVERGENCE VALUE = 0.5622E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5622E-02
DISP CONVERGENCE VALUE = 0.5594E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9949 SCALED MAX DOF INC = -0.5594E-02
FORCE CONVERGENCE VALUE = 2.567 CRITERION= 0.1227E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6338E-02
DISP CONVERGENCE VALUE = 0.5550E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.8757 SCALED MAX DOF INC = 0.5550E-02
FORCE CONVERGENCE VALUE = 1.555 CRITERION= 0.1216E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2072E-03
DISP CONVERGENCE VALUE = 0.2072E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2072E-03
FORCE CONVERGENCE VALUE = 0.5908 CRITERION= 0.1216E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1185E-02
DISP CONVERGENCE VALUE = 0.1055E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8908 SCALED MAX DOF INC = 0.1055E-02
FORCE CONVERGENCE VALUE = 0.6511E-01 CRITERION= 0.1214E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4105E-03
DISP CONVERGENCE VALUE = 0.3002E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7313 SCALED MAX DOF INC = 0.3002E-03
FORCE CONVERGENCE VALUE = 0.1748E-01 CRITERION= 0.1214E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3497E-04
DISP CONVERGENCE VALUE = 0.3116E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8910 SCALED MAX DOF INC = 0.3116E-04
FORCE CONVERGENCE VALUE = 0.1929E-02 CRITERION= 0.1214E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 33 COMPLETED. CUM ITER = 168
*** TIME = 0.330000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 9.274 TIME= 07:40:33
Contact element 978 (real ID 3) status changes abruptly from contact
(with target element 1323) -> no-contact.
FORCE CONVERGENCE VALUE = 2.961 CRITERION= 0.1198E-01
DISP CONVERGENCE VALUE = 0.7124E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7124E-02
DISP CONVERGENCE VALUE = 0.7027E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9865 SCALED MAX DOF INC = -0.7027E-02
FORCE CONVERGENCE VALUE = 2.938 CRITERION= 0.1211E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5512E-02
DISP CONVERGENCE VALUE = 0.5078E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9213 SCALED MAX DOF INC = 0.5078E-02
FORCE CONVERGENCE VALUE = 2.460 CRITERION= 0.1201E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2138E-02
DISP CONVERGENCE VALUE = 0.2138E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2138E-02
FORCE CONVERGENCE VALUE = 1.280 CRITERION= 0.1197E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7275E-03
DISP CONVERGENCE VALUE = 0.7209E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9909 SCALED MAX DOF INC = 0.7209E-03
FORCE CONVERGENCE VALUE = 0.1872 CRITERION= 0.1196E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2009E-03
DISP CONVERGENCE VALUE = 0.1921E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9563 SCALED MAX DOF INC = 0.1921E-03
FORCE CONVERGENCE VALUE = 0.1023E-01 CRITERION= 0.1197E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 34 COMPLETED. CUM ITER = 173
*** TIME = 0.340000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 9.507 TIME= 07:40:33
Contact element 980 (real ID 3) status changes abruptly from contact
(with target element 1321) -> no-contact.
FORCE CONVERGENCE VALUE = 3.134 CRITERION= 0.1182E-01
DISP CONVERGENCE VALUE = 0.5199E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5199E-02
DISP CONVERGENCE VALUE = 0.5199E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5199E-02
FORCE CONVERGENCE VALUE = 2.648 CRITERION= 0.1190E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4743E-02
DISP CONVERGENCE VALUE = 0.4395E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9266 SCALED MAX DOF INC = 0.4395E-02
FORCE CONVERGENCE VALUE = 2.025 CRITERION= 0.1182E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1765E-02
DISP CONVERGENCE VALUE = 0.1765E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1765E-02
FORCE CONVERGENCE VALUE = 0.7740 CRITERION= 0.1179E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3286E-03
DISP CONVERGENCE VALUE = 0.3250E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9893 SCALED MAX DOF INC = 0.3250E-03
FORCE CONVERGENCE VALUE = 0.1113E-01 CRITERION= 0.1179E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 35 COMPLETED. CUM ITER = 177
*** TIME = 0.350000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 9.701 TIME= 07:40:34
Contact element 982 (real ID 3) status changes abruptly from contact
(with target element 1319) -> no-contact.
FORCE CONVERGENCE VALUE = 3.046 CRITERION= 0.1164E-01
DISP CONVERGENCE VALUE = 0.4796E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4796E-02
DISP CONVERGENCE VALUE = 0.4796E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4796E-02
FORCE CONVERGENCE VALUE = 2.175 CRITERION= 0.1171E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4241E-02
DISP CONVERGENCE VALUE = 0.3994E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9417 SCALED MAX DOF INC = -0.3994E-02
FORCE CONVERGENCE VALUE = 1.519 CRITERION= 0.1164E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2055E-02
DISP CONVERGENCE VALUE = 0.1921E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9348 SCALED MAX DOF INC = 0.1921E-02
FORCE CONVERGENCE VALUE = 0.2068 CRITERION= 0.1161E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1404E-02
DISP CONVERGENCE VALUE = 0.8599E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6124 SCALED MAX DOF INC = 0.8599E-03
FORCE CONVERGENCE VALUE = 0.8012E-01 CRITERION= 0.1163E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3701E-03
DISP CONVERGENCE VALUE = 0.2547E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6881 SCALED MAX DOF INC = 0.2547E-03
FORCE CONVERGENCE VALUE = 0.2554E-01 CRITERION= 0.1162E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1698E-03
DISP CONVERGENCE VALUE = 0.1039E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6120 SCALED MAX DOF INC = 0.1039E-03
FORCE CONVERGENCE VALUE = 0.9915E-02 CRITERION= 0.1163E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 36 COMPLETED. CUM ITER = 183
*** TIME = 0.360000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 9.997 TIME= 07:40:34
Contact element 983 (real ID 3) status changes abruptly from contact
(with target element 1318) -> no-contact.
FORCE CONVERGENCE VALUE = 3.133 CRITERION= 0.1149E-01
DISP CONVERGENCE VALUE = 0.6900E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6900E-02
DISP CONVERGENCE VALUE = 0.6831E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9899 SCALED MAX DOF INC = -0.6831E-02
FORCE CONVERGENCE VALUE = 2.751 CRITERION= 0.1159E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7664E-02
DISP CONVERGENCE VALUE = 0.6450E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.8416 SCALED MAX DOF INC = -0.6450E-02
FORCE CONVERGENCE VALUE = 1.771 CRITERION= 0.1149E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1981E-03
DISP CONVERGENCE VALUE = 0.1981E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1981E-03
FORCE CONVERGENCE VALUE = 0.8605 CRITERION= 0.1149E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2207E-02
DISP CONVERGENCE VALUE = 0.1886E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8546 SCALED MAX DOF INC = -0.1886E-02
FORCE CONVERGENCE VALUE = 0.1257 CRITERION= 0.1146E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7908E-03
DISP CONVERGENCE VALUE = 0.5667E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7167 SCALED MAX DOF INC = 0.5667E-03
FORCE CONVERGENCE VALUE = 0.3560E-01 CRITERION= 0.1147E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9126E-04
DISP CONVERGENCE VALUE = 0.7805E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8552 SCALED MAX DOF INC = 0.7805E-04
FORCE CONVERGENCE VALUE = 0.5192E-02 CRITERION= 0.1147E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 37 COMPLETED. CUM ITER = 189
*** TIME = 0.370000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 10.268 TIME= 07:40:34
Contact element 985 (real ID 3) status changes abruptly from contact
(with target element 1316) -> no-contact.
FORCE CONVERGENCE VALUE = 2.875 CRITERION= 0.1133E-01
DISP CONVERGENCE VALUE = 0.5484E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5484E-02
DISP CONVERGENCE VALUE = 0.5459E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9953 SCALED MAX DOF INC = -0.5459E-02
FORCE CONVERGENCE VALUE = 2.222 CRITERION= 0.1141E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6693E-02
DISP CONVERGENCE VALUE = 0.5640E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.8426 SCALED MAX DOF INC = -0.5640E-02
FORCE CONVERGENCE VALUE = 1.175 CRITERION= 0.1132E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1453E-03
DISP CONVERGENCE VALUE = 0.1453E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1453E-03
FORCE CONVERGENCE VALUE = 0.1862 CRITERION= 0.1132E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6104E-03
DISP CONVERGENCE VALUE = 0.4342E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7114 SCALED MAX DOF INC = 0.4342E-03
FORCE CONVERGENCE VALUE = 0.5411E-01 CRITERION= 0.1131E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2925E-03
DISP CONVERGENCE VALUE = 0.2124E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7262 SCALED MAX DOF INC = 0.2124E-03
FORCE CONVERGENCE VALUE = 0.1482E-01 CRITERION= 0.1132E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7036E-04
DISP CONVERGENCE VALUE = 0.4302E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6115 SCALED MAX DOF INC = 0.4302E-04
FORCE CONVERGENCE VALUE = 0.5794E-02 CRITERION= 0.1132E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 38 COMPLETED. CUM ITER = 195
*** TIME = 0.380000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 10.551 TIME= 07:40:34
Contact element 987 (real ID 3) status changes abruptly from contact
(with target element 1314) -> no-contact.
FORCE CONVERGENCE VALUE = 2.996 CRITERION= 0.1120E-01
DISP CONVERGENCE VALUE = 0.5330E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5330E-02
DISP CONVERGENCE VALUE = 0.5330E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5330E-02
FORCE CONVERGENCE VALUE = 2.470 CRITERION= 0.1127E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5259E-02
DISP CONVERGENCE VALUE = 0.4700E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8937 SCALED MAX DOF INC = -0.4700E-02
FORCE CONVERGENCE VALUE = 1.804 CRITERION= 0.1119E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1793E-02
DISP CONVERGENCE VALUE = 0.1786E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9960 SCALED MAX DOF INC = 0.1786E-02
FORCE CONVERGENCE VALUE = 0.5929 CRITERION= 0.1117E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7636E-04
DISP CONVERGENCE VALUE = 0.7625E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9986 SCALED MAX DOF INC = -0.7625E-04
FORCE CONVERGENCE VALUE = 0.7459E-02 CRITERION= 0.1117E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 39 COMPLETED. CUM ITER = 199
*** TIME = 0.390000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 10.743 TIME= 07:40:35
Contact element 989 (real ID 3) status changes abruptly from contact
(with target element 1312) -> no-contact.
FORCE CONVERGENCE VALUE = 2.881 CRITERION= 0.1104E-01
DISP CONVERGENCE VALUE = 0.4142E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4142E-02
DISP CONVERGENCE VALUE = 0.4142E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4142E-02
FORCE CONVERGENCE VALUE = 1.838 CRITERION= 0.1109E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4117E-02
DISP CONVERGENCE VALUE = 0.3801E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9234 SCALED MAX DOF INC = -0.3801E-02
FORCE CONVERGENCE VALUE = 1.105 CRITERION= 0.1104E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1692E-02
DISP CONVERGENCE VALUE = 0.1577E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9319 SCALED MAX DOF INC = 0.1577E-02
FORCE CONVERGENCE VALUE = 0.7629E-01 CRITERION= 0.1102E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1089E-02
DISP CONVERGENCE VALUE = 0.6211E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5704 SCALED MAX DOF INC = 0.6211E-03
FORCE CONVERGENCE VALUE = 0.3267E-01 CRITERION= 0.1103E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5777E-04
DISP CONVERGENCE VALUE = 0.5349E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9260 SCALED MAX DOF INC = 0.5349E-04
FORCE CONVERGENCE VALUE = 0.2476E-02 CRITERION= 0.1103E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 40 COMPLETED. CUM ITER = 204
*** TIME = 0.400000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 10.987 TIME= 07:40:35
Contact element 990 (real ID 3) status changes abruptly from contact
(with target element 1311) -> no-contact.
FORCE CONVERGENCE VALUE = 2.882 CRITERION= 0.1091E-01
DISP CONVERGENCE VALUE = 0.6049E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6049E-02
DISP CONVERGENCE VALUE = 0.6043E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9989 SCALED MAX DOF INC = 0.6043E-02
FORCE CONVERGENCE VALUE = 2.307 CRITERION= 0.1098E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7164E-02
DISP CONVERGENCE VALUE = 0.5902E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.8238 SCALED MAX DOF INC = -0.5902E-02
FORCE CONVERGENCE VALUE = 1.227 CRITERION= 0.1090E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2304E-03
DISP CONVERGENCE VALUE = 0.2304E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2304E-03
FORCE CONVERGENCE VALUE = 0.2319 CRITERION= 0.1090E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8116E-03
DISP CONVERGENCE VALUE = 0.6433E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7927 SCALED MAX DOF INC = -0.6433E-03
FORCE CONVERGENCE VALUE = 0.4857E-01 CRITERION= 0.1089E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2903E-03
DISP CONVERGENCE VALUE = 0.2032E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7001 SCALED MAX DOF INC = 0.2032E-03
FORCE CONVERGENCE VALUE = 0.1456E-01 CRITERION= 0.1090E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5082E-04
DISP CONVERGENCE VALUE = 0.4028E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7927 SCALED MAX DOF INC = 0.4028E-04
FORCE CONVERGENCE VALUE = 0.3056E-02 CRITERION= 0.1090E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 41 COMPLETED. CUM ITER = 210
*** TIME = 0.410000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 11.258 TIME= 07:40:35
Contact element 992 (real ID 3) status changes abruptly from contact
(with target element 1309) -> no-contact.
FORCE CONVERGENCE VALUE = 2.905 CRITERION= 0.1079E-01
DISP CONVERGENCE VALUE = 0.5352E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5352E-02
DISP CONVERGENCE VALUE = 0.5352E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5352E-02
FORCE CONVERGENCE VALUE = 2.380 CRITERION= 0.1085E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5729E-02
DISP CONVERGENCE VALUE = 0.4963E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8663 SCALED MAX DOF INC = -0.4963E-02
FORCE CONVERGENCE VALUE = 1.688 CRITERION= 0.1078E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1835E-02
DISP CONVERGENCE VALUE = 0.1819E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9912 SCALED MAX DOF INC = 0.1819E-02
FORCE CONVERGENCE VALUE = 0.5065 CRITERION= 0.1076E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9659E-04
DISP CONVERGENCE VALUE = 0.9655E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9996 SCALED MAX DOF INC = 0.9655E-04
FORCE CONVERGENCE VALUE = 0.7582E-02 CRITERION= 0.1076E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 42 COMPLETED. CUM ITER = 214
*** TIME = 0.420000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 11.449 TIME= 07:40:35
Contact element 994 (real ID 3) status changes abruptly from contact
(with target element 1307) -> no-contact.
FORCE CONVERGENCE VALUE = 2.800 CRITERION= 0.1065E-01
DISP CONVERGENCE VALUE = 0.8800E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8800E-02
DISP CONVERGENCE VALUE = 0.8430E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9580 SCALED MAX DOF INC = 0.8430E-02
FORCE CONVERGENCE VALUE = 2.558 CRITERION= 0.1075E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9536E-02
DISP CONVERGENCE VALUE = 0.7510E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7876 SCALED MAX DOF INC = -0.7510E-02
FORCE CONVERGENCE VALUE = 1.697 CRITERION= 0.1065E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2054E-03
DISP CONVERGENCE VALUE = 0.2054E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2054E-03
FORCE CONVERGENCE VALUE = 0.8487 CRITERION= 0.1066E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2898E-02
DISP CONVERGENCE VALUE = 0.2319E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8003 SCALED MAX DOF INC = -0.2319E-02
FORCE CONVERGENCE VALUE = 0.1700 CRITERION= 0.1063E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1138E-02
DISP CONVERGENCE VALUE = 0.7781E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6835 SCALED MAX DOF INC = 0.7781E-03
FORCE CONVERGENCE VALUE = 0.5379E-01 CRITERION= 0.1064E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1836E-03
DISP CONVERGENCE VALUE = 0.1471E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8011 SCALED MAX DOF INC = 0.1471E-03
FORCE CONVERGENCE VALUE = 0.1074E-01 CRITERION= 0.1063E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7170E-04
DISP CONVERGENCE VALUE = 0.4896E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6828 SCALED MAX DOF INC = 0.4896E-04
FORCE CONVERGENCE VALUE = 0.3407E-02 CRITERION= 0.1250E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 43 COMPLETED. CUM ITER = 221
*** TIME = 0.430000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 11.756 TIME= 07:40:36
Contact element 995 (real ID 3) status changes abruptly from contact
(with target element 1306) -> no-contact.
FORCE CONVERGENCE VALUE = 2.680 CRITERION= 0.1053E-01
DISP CONVERGENCE VALUE = 0.5722E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5722E-02
DISP CONVERGENCE VALUE = 0.5676E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9921 SCALED MAX DOF INC = 0.5676E-02
FORCE CONVERGENCE VALUE = 1.920 CRITERION= 0.1059E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7489E-02
DISP CONVERGENCE VALUE = 0.5924E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7910 SCALED MAX DOF INC = -0.5924E-02
FORCE CONVERGENCE VALUE = 0.8754 CRITERION= 0.1052E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2021E-03
DISP CONVERGENCE VALUE = 0.2020E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9999 SCALED MAX DOF INC = 0.2020E-03
FORCE CONVERGENCE VALUE = 0.1034E-01 CRITERION= 0.1052E-01 <<< CONVERGED
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6421E-04
DISP CONVERGENCE VALUE = 0.6421E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6421E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 44 COMPLETED. CUM ITER = 225
*** TIME = 0.440000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 11.960 TIME= 07:40:36
Contact element 997 (real ID 3) status changes abruptly from contact
(with target element 1304) -> no-contact.
FORCE CONVERGENCE VALUE = 2.831 CRITERION= 0.1043E-01
DISP CONVERGENCE VALUE = 0.4377E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4377E-02
DISP CONVERGENCE VALUE = 0.4377E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4377E-02
FORCE CONVERGENCE VALUE = 1.969 CRITERION= 0.1047E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5274E-02
DISP CONVERGENCE VALUE = 0.4577E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8678 SCALED MAX DOF INC = -0.4577E-02
FORCE CONVERGENCE VALUE = 1.233 CRITERION= 0.1041E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2327E-02
DISP CONVERGENCE VALUE = 0.2095E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9003 SCALED MAX DOF INC = 0.2095E-02
FORCE CONVERGENCE VALUE = 0.1240 CRITERION= 0.1038E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1685E-02
DISP CONVERGENCE VALUE = 0.1142E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6778 SCALED MAX DOF INC = 0.1142E-02
FORCE CONVERGENCE VALUE = 0.3985E-01 CRITERION= 0.1040E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9846E-04
DISP CONVERGENCE VALUE = 0.8323E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8454 SCALED MAX DOF INC = -0.8323E-04
FORCE CONVERGENCE VALUE = 0.6211E-02 CRITERION= 0.1040E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 45 COMPLETED. CUM ITER = 230
*** TIME = 0.450000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 12.191 TIME= 07:40:36
Contact element 998 (real ID 3) status changes abruptly from contact
(with target element 1303) -> no-contact.
FORCE CONVERGENCE VALUE = 2.929 CRITERION= 0.1030E-01
DISP CONVERGENCE VALUE = 0.6689E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6689E-02
DISP CONVERGENCE VALUE = 0.6635E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9920 SCALED MAX DOF INC = 0.6635E-02
FORCE CONVERGENCE VALUE = 2.202 CRITERION= 0.1037E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8678E-02
DISP CONVERGENCE VALUE = 0.6646E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7658 SCALED MAX DOF INC = -0.6646E-02
FORCE CONVERGENCE VALUE = 1.163 CRITERION= 0.1029E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3782E-03
DISP CONVERGENCE VALUE = 0.3782E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3782E-03
FORCE CONVERGENCE VALUE = 0.1908 CRITERION= 0.1029E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9525E-03
DISP CONVERGENCE VALUE = 0.6782E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7121 SCALED MAX DOF INC = -0.6782E-03
FORCE CONVERGENCE VALUE = 0.5534E-01 CRITERION= 0.1029E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3106E-03
DISP CONVERGENCE VALUE = 0.2164E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6967 SCALED MAX DOF INC = 0.2164E-03
FORCE CONVERGENCE VALUE = 0.1678E-01 CRITERION= 0.1029E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8355E-04
DISP CONVERGENCE VALUE = 0.5951E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7123 SCALED MAX DOF INC = 0.5951E-04
FORCE CONVERGENCE VALUE = 0.4875E-02 CRITERION= 0.1029E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 46 COMPLETED. CUM ITER = 236
*** TIME = 0.460000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 12.456 TIME= 07:40:36
Contact element 1000 (real ID 3) status changes abruptly from contact
(with target element 1301) -> no-contact.
FORCE CONVERGENCE VALUE = 2.859 CRITERION= 0.1020E-01
DISP CONVERGENCE VALUE = 0.5370E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5370E-02
DISP CONVERGENCE VALUE = 0.5370E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5370E-02
FORCE CONVERGENCE VALUE = 2.165 CRITERION= 0.1025E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6172E-02
DISP CONVERGENCE VALUE = 0.5131E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.8313 SCALED MAX DOF INC = -0.5131E-02
FORCE CONVERGENCE VALUE = 1.428 CRITERION= 0.1019E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1836E-02
DISP CONVERGENCE VALUE = 0.1794E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9771 SCALED MAX DOF INC = 0.1794E-02
FORCE CONVERGENCE VALUE = 0.2498 CRITERION= 0.1017E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7179E-03
DISP CONVERGENCE VALUE = 0.6096E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8491 SCALED MAX DOF INC = 0.6096E-03
FORCE CONVERGENCE VALUE = 0.3829E-01 CRITERION= 0.1018E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3547E-03
DISP CONVERGENCE VALUE = 0.2195E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6190 SCALED MAX DOF INC = -0.2195E-03
FORCE CONVERGENCE VALUE = 0.1479E-01 CRITERION= 0.1017E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4165E-04
DISP CONVERGENCE VALUE = 0.3535E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8489 SCALED MAX DOF INC = 0.3535E-04
FORCE CONVERGENCE VALUE = 0.2270E-02 CRITERION= 0.1017E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 47 COMPLETED. CUM ITER = 242
*** TIME = 0.470000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 12.733 TIME= 07:40:37
Contact element 1002 (real ID 3) status changes abruptly from contact
(with target element 1299) -> no-contact.
FORCE CONVERGENCE VALUE = 2.828 CRITERION= 0.1008E-01
DISP CONVERGENCE VALUE = 0.7883E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7883E-02
DISP CONVERGENCE VALUE = 0.7662E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9720 SCALED MAX DOF INC = 0.7662E-02
FORCE CONVERGENCE VALUE = 2.231 CRITERION= 0.1016E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1013E-01
DISP CONVERGENCE VALUE = 0.7419E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7322 SCALED MAX DOF INC = -0.7419E-02
FORCE CONVERGENCE VALUE = 1.286 CRITERION= 0.1007E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3883E-03
DISP CONVERGENCE VALUE = 0.3883E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3883E-03
FORCE CONVERGENCE VALUE = 0.3730 CRITERION= 0.1008E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1837E-02
DISP CONVERGENCE VALUE = 0.1309E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7127 SCALED MAX DOF INC = -0.1309E-02
FORCE CONVERGENCE VALUE = 0.1075 CRITERION= 0.1007E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6767E-03
DISP CONVERGENCE VALUE = 0.4538E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6707 SCALED MAX DOF INC = 0.4538E-03
FORCE CONVERGENCE VALUE = 0.3538E-01 CRITERION= 0.1007E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1741E-03
DISP CONVERGENCE VALUE = 0.1242E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7133 SCALED MAX DOF INC = -0.1242E-03
FORCE CONVERGENCE VALUE = 0.1018E-01 CRITERION= 0.1007E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6394E-04
DISP CONVERGENCE VALUE = 0.4286E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6704 SCALED MAX DOF INC = 0.4286E-04
FORCE CONVERGENCE VALUE = 0.3355E-02 CRITERION= 0.1184E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 48 COMPLETED. CUM ITER = 249
*** TIME = 0.480000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 13.038 TIME= 07:40:37
Contact element 1003 (real ID 3) status changes abruptly from contact
(with target element 1298) -> no-contact.
FORCE CONVERGENCE VALUE = 2.701 CRITERION= 0.9986E-02
DISP CONVERGENCE VALUE = 0.6662E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6662E-02
DISP CONVERGENCE VALUE = 0.6569E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9860 SCALED MAX DOF INC = 0.6569E-02
FORCE CONVERGENCE VALUE = 2.152 CRITERION= 0.1004E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7304E-02
DISP CONVERGENCE VALUE = 0.5744E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7864 SCALED MAX DOF INC = -0.5744E-02
FORCE CONVERGENCE VALUE = 1.464 CRITERION= 0.9981E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2058E-02
DISP CONVERGENCE VALUE = 0.2014E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9786 SCALED MAX DOF INC = 0.2014E-02
FORCE CONVERGENCE VALUE = 0.3676 CRITERION= 0.9960E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5849E-03
DISP CONVERGENCE VALUE = 0.5499E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9401 SCALED MAX DOF INC = 0.5499E-03
FORCE CONVERGENCE VALUE = 0.2335E-01 CRITERION= 0.9967E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3960E-03
DISP CONVERGENCE VALUE = 0.2224E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5615 SCALED MAX DOF INC = -0.2224E-03
FORCE CONVERGENCE VALUE = 0.1035E-01 CRITERION= 0.9964E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1584E-04
DISP CONVERGENCE VALUE = 0.1489E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9397 SCALED MAX DOF INC = 0.1489E-04
FORCE CONVERGENCE VALUE = 0.6513E-03 CRITERION= 0.9964E-02 <<< CONVERGED
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1057E-04
DISP CONVERGENCE VALUE = 0.1057E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1057E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 49 COMPLETED. CUM ITER = 256
*** TIME = 0.490000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 13.366 TIME= 07:40:37
Contact element 1005 (real ID 3) status changes abruptly from contact
(with target element 1296) -> no-contact.
FORCE CONVERGENCE VALUE = 2.688 CRITERION= 0.9881E-02
DISP CONVERGENCE VALUE = 0.8491E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8491E-02
DISP CONVERGENCE VALUE = 0.8142E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9589 SCALED MAX DOF INC = 0.8142E-02
FORCE CONVERGENCE VALUE = 2.195 CRITERION= 0.9954E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1084E-01
DISP CONVERGENCE VALUE = 0.7761E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7157 SCALED MAX DOF INC = -0.7761E-02
FORCE CONVERGENCE VALUE = 1.293 CRITERION= 0.9872E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3787E-03
DISP CONVERGENCE VALUE = 0.3787E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3787E-03
FORCE CONVERGENCE VALUE = 0.4018 CRITERION= 0.9876E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2126E-02
DISP CONVERGENCE VALUE = 0.1473E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6929 SCALED MAX DOF INC = -0.1473E-02
FORCE CONVERGENCE VALUE = 0.1237 CRITERION= 0.9861E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8067E-03
DISP CONVERGENCE VALUE = 0.5307E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6578 SCALED MAX DOF INC = 0.5307E-03
FORCE CONVERGENCE VALUE = 0.4231E-01 CRITERION= 0.9867E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2238E-03
DISP CONVERGENCE VALUE = 0.1552E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6935 SCALED MAX DOF INC = -0.1552E-03
FORCE CONVERGENCE VALUE = 0.1300E-01 CRITERION= 0.9865E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8463E-04
DISP CONVERGENCE VALUE = 0.5565E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6575 SCALED MAX DOF INC = 0.5565E-04
FORCE CONVERGENCE VALUE = 0.4453E-02 CRITERION= 0.1160E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 50 COMPLETED. CUM ITER = 263
*** TIME = 0.500000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 13.696 TIME= 07:40:38
Contact element 1006 (real ID 3) status changes abruptly from contact
(with target element 1295) -> no-contact.
FORCE CONVERGENCE VALUE = 2.621 CRITERION= 0.9789E-02
DISP CONVERGENCE VALUE = 0.6821E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6821E-02
DISP CONVERGENCE VALUE = 0.6701E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9824 SCALED MAX DOF INC = 0.6701E-02
FORCE CONVERGENCE VALUE = 2.095 CRITERION= 0.9843E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7685E-02
DISP CONVERGENCE VALUE = 0.5897E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7673 SCALED MAX DOF INC = -0.5897E-02
FORCE CONVERGENCE VALUE = 1.405 CRITERION= 0.9783E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2121E-02
DISP CONVERGENCE VALUE = 0.2067E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9745 SCALED MAX DOF INC = 0.2067E-02
FORCE CONVERGENCE VALUE = 0.3232 CRITERION= 0.9763E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7920E-03
DISP CONVERGENCE VALUE = 0.6986E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8821 SCALED MAX DOF INC = 0.6986E-03
FORCE CONVERGENCE VALUE = 0.3882E-01 CRITERION= 0.9770E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5090E-03
DISP CONVERGENCE VALUE = 0.2865E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5628 SCALED MAX DOF INC = -0.2865E-03
FORCE CONVERGENCE VALUE = 0.1711E-01 CRITERION= 0.9767E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4126E-04
DISP CONVERGENCE VALUE = 0.3639E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8819 SCALED MAX DOF INC = 0.3639E-04
FORCE CONVERGENCE VALUE = 0.2051E-02 CRITERION= 0.9767E-02 <<< CONVERGED
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2636E-04
DISP CONVERGENCE VALUE = 0.2636E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2636E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 51 COMPLETED. CUM ITER = 270
*** TIME = 0.510000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 14.026 TIME= 07:40:38
Contact element 1008 (real ID 3) status changes abruptly from contact
(with target element 1293) -> no-contact.
FORCE CONVERGENCE VALUE = 2.667 CRITERION= 0.9690E-02
DISP CONVERGENCE VALUE = 0.8284E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8284E-02
DISP CONVERGENCE VALUE = 0.7967E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9617 SCALED MAX DOF INC = 0.7967E-02
FORCE CONVERGENCE VALUE = 2.108 CRITERION= 0.9756E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1120E-01
DISP CONVERGENCE VALUE = 0.7784E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6951 SCALED MAX DOF INC = -0.7784E-02
FORCE CONVERGENCE VALUE = 1.192 CRITERION= 0.9679E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4672E-03
DISP CONVERGENCE VALUE = 0.4672E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4672E-03
FORCE CONVERGENCE VALUE = 0.2782 CRITERION= 0.9683E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1759E-02
DISP CONVERGENCE VALUE = 0.1138E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6469 SCALED MAX DOF INC = -0.1138E-02
FORCE CONVERGENCE VALUE = 0.9852E-01 CRITERION= 0.9672E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6059E-03
DISP CONVERGENCE VALUE = 0.4021E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6637 SCALED MAX DOF INC = 0.4021E-03
FORCE CONVERGENCE VALUE = 0.3312E-01 CRITERION= 0.9676E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2092E-03
DISP CONVERGENCE VALUE = 0.1355E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6475 SCALED MAX DOF INC = -0.1355E-03
FORCE CONVERGENCE VALUE = 0.1172E-01 CRITERION= 0.9675E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7190E-04
DISP CONVERGENCE VALUE = 0.4771E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6635 SCALED MAX DOF INC = 0.4771E-04
FORCE CONVERGENCE VALUE = 0.3942E-02 CRITERION= 0.1137E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 52 COMPLETED. CUM ITER = 277
*** TIME = 0.520000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 14.378 TIME= 07:40:38
Contact element 1009 (real ID 3) status changes abruptly from contact
(with target element 1292) -> no-contact.
FORCE CONVERGENCE VALUE = 2.651 CRITERION= 0.9605E-02
DISP CONVERGENCE VALUE = 0.5934E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5934E-02
DISP CONVERGENCE VALUE = 0.5905E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9951 SCALED MAX DOF INC = 0.5905E-02
FORCE CONVERGENCE VALUE = 2.006 CRITERION= 0.9648E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7324E-02
DISP CONVERGENCE VALUE = 0.5630E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7688 SCALED MAX DOF INC = -0.5630E-02
FORCE CONVERGENCE VALUE = 1.256 CRITERION= 0.9594E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1990E-02
DISP CONVERGENCE VALUE = 0.1921E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9651 SCALED MAX DOF INC = 0.1921E-02
FORCE CONVERGENCE VALUE = 0.1262 CRITERION= 0.9576E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1404E-02
DISP CONVERGENCE VALUE = 0.8208E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5847 SCALED MAX DOF INC = 0.8208E-03
FORCE CONVERGENCE VALUE = 0.1156 CRITERION= 0.9584E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3555E-05
DISP CONVERGENCE VALUE = 0.3555E-05 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3555E-05
FORCE CONVERGENCE VALUE = 0.5661E-01 CRITERION= 0.9584E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2115E-03
DISP CONVERGENCE VALUE = 0.1576E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7452 SCALED MAX DOF INC = -0.1576E-03
FORCE CONVERGENCE VALUE = 0.1569E-01 CRITERION= 0.9582E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1067E-03
DISP CONVERGENCE VALUE = 0.6482E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6074 SCALED MAX DOF INC = 0.6482E-04
FORCE CONVERGENCE VALUE = 0.6150E-02 CRITERION= 0.1126E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 53 COMPLETED. CUM ITER = 284
*** TIME = 0.530000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 14.705 TIME= 07:40:39
Contact element 1011 (real ID 3) status changes abruptly from contact
(with target element 1290) -> no-contact.
FORCE CONVERGENCE VALUE = 2.763 CRITERION= 0.9511E-02
DISP CONVERGENCE VALUE = 0.7137E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7137E-02
DISP CONVERGENCE VALUE = 0.7019E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9835 SCALED MAX DOF INC = 0.7019E-02
FORCE CONVERGENCE VALUE = 1.992 CRITERION= 0.9564E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1071E-01
DISP CONVERGENCE VALUE = 0.7362E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6872 SCALED MAX DOF INC = -0.7362E-02
FORCE CONVERGENCE VALUE = 0.9983 CRITERION= 0.9495E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5688E-03
DISP CONVERGENCE VALUE = 0.5681E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9988 SCALED MAX DOF INC = 0.5681E-03
FORCE CONVERGENCE VALUE = 0.1651E-01 CRITERION= 0.9500E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4762E-03
DISP CONVERGENCE VALUE = 0.2235E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4692 SCALED MAX DOF INC = -0.2235E-03
FORCE CONVERGENCE VALUE = 0.9482E-02 CRITERION= 0.9498E-02 <<< CONVERGED
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1025E-04
DISP CONVERGENCE VALUE = 0.1025E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1025E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 54 COMPLETED. CUM ITER = 289
*** TIME = 0.540000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 14.941 TIME= 07:40:39
Contact element 1012 (real ID 3) status changes abruptly from contact
(with target element 1289) -> no-contact.
FORCE CONVERGENCE VALUE = 2.797 CRITERION= 0.9435E-02
DISP CONVERGENCE VALUE = 0.4603E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4603E-02
DISP CONVERGENCE VALUE = 0.4603E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4603E-02
FORCE CONVERGENCE VALUE = 1.763 CRITERION= 0.9462E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6910E-02
DISP CONVERGENCE VALUE = 0.5294E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7661 SCALED MAX DOF INC = -0.5294E-02
FORCE CONVERGENCE VALUE = 0.9818 CRITERION= 0.9414E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2916E-02
DISP CONVERGENCE VALUE = 0.2453E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8413 SCALED MAX DOF INC = 0.2453E-02
FORCE CONVERGENCE VALUE = 0.1567 CRITERION= 0.9392E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2515E-02
DISP CONVERGENCE VALUE = 0.1584E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6297 SCALED MAX DOF INC = 0.1584E-02
FORCE CONVERGENCE VALUE = 0.5789E-01 CRITERION= 0.9407E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1717E-03
DISP CONVERGENCE VALUE = 0.1535E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8939 SCALED MAX DOF INC = -0.1535E-03
FORCE CONVERGENCE VALUE = 0.6215E-02 CRITERION= 0.9405E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 55 COMPLETED. CUM ITER = 294
*** TIME = 0.550000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 15.178 TIME= 07:40:39
Contact element 1014 (real ID 3) status changes abruptly from contact
(with target element 1287) -> no-contact.
FORCE CONVERGENCE VALUE = 2.627 CRITERION= 0.9332E-02
DISP CONVERGENCE VALUE = 0.8042E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8042E-02
DISP CONVERGENCE VALUE = 0.7706E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9582 SCALED MAX DOF INC = 0.7706E-02
FORCE CONVERGENCE VALUE = 1.500 CRITERION= 0.9388E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1133E-01
DISP CONVERGENCE VALUE = 0.7338E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6477 SCALED MAX DOF INC = -0.7338E-02
FORCE CONVERGENCE VALUE = 0.6531 CRITERION= 0.9323E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1754E-03
DISP CONVERGENCE VALUE = 0.1754E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1754E-03
FORCE CONVERGENCE VALUE = 0.1207E-01 CRITERION= 0.9324E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1782E-04
DISP CONVERGENCE VALUE = 0.1253E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7031 SCALED MAX DOF INC = 0.1253E-04
FORCE CONVERGENCE VALUE = 0.3576E-02 CRITERION= 0.9325E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 56 COMPLETED. CUM ITER = 298
*** TIME = 0.560000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 15.377 TIME= 07:40:39
Contact element 1015 (real ID 3) status changes abruptly from contact
(with target element 1286) -> no-contact.
FORCE CONVERGENCE VALUE = 2.517 CRITERION= 0.9264E-02
DISP CONVERGENCE VALUE = 0.3678E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3678E-02
DISP CONVERGENCE VALUE = 0.3678E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3678E-02
FORCE CONVERGENCE VALUE = 1.438 CRITERION= 0.9281E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5632E-02
DISP CONVERGENCE VALUE = 0.4530E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8043 SCALED MAX DOF INC = -0.4530E-02
FORCE CONVERGENCE VALUE = 0.6275 CRITERION= 0.9243E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1719E-02
DISP CONVERGENCE VALUE = 0.1515E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8812 SCALED MAX DOF INC = 0.1515E-02
FORCE CONVERGENCE VALUE = 0.7533E-01 CRITERION= 0.9230E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2298E-02
DISP CONVERGENCE VALUE = 0.8942E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3892 SCALED MAX DOF INC = 0.8942E-03
FORCE CONVERGENCE VALUE = 0.4584E-01 CRITERION= 0.9238E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1798E-03
DISP CONVERGENCE VALUE = 0.1456E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8100 SCALED MAX DOF INC = 0.1456E-03
FORCE CONVERGENCE VALUE = 0.8781E-02 CRITERION= 0.9237E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 57 COMPLETED. CUM ITER = 303
*** TIME = 0.570000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 15.612 TIME= 07:40:40
Contact element 1016 (real ID 3) status changes abruptly from contact
(with target element 1285) -> no-contact.
FORCE CONVERGENCE VALUE = 2.397 CRITERION= 0.9168E-02
DISP CONVERGENCE VALUE = 0.6258E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6258E-02
DISP CONVERGENCE VALUE = 0.6153E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9832 SCALED MAX DOF INC = 0.6153E-02
FORCE CONVERGENCE VALUE = 1.251 CRITERION= 0.9207E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8981E-02
DISP CONVERGENCE VALUE = 0.5992E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6672 SCALED MAX DOF INC = -0.5992E-02
FORCE CONVERGENCE VALUE = 0.4170 CRITERION= 0.9158E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1666E-02
DISP CONVERGENCE VALUE = 0.1377E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8268 SCALED MAX DOF INC = 0.1377E-02
FORCE CONVERGENCE VALUE = 0.1733 CRITERION= 0.9169E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2077E-02
DISP CONVERGENCE VALUE = 0.1146E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5519 SCALED MAX DOF INC = -0.1146E-02
FORCE CONVERGENCE VALUE = 0.7824E-01 CRITERION= 0.9159E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4365E-03
DISP CONVERGENCE VALUE = 0.3216E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7368 SCALED MAX DOF INC = 0.3216E-03
FORCE CONVERGENCE VALUE = 0.2062E-01 CRITERION= 0.9162E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2464E-03
DISP CONVERGENCE VALUE = 0.1362E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5527 SCALED MAX DOF INC = -0.1362E-03
FORCE CONVERGENCE VALUE = 0.9284E-02 CRITERION= 0.9161E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5146E-04
DISP CONVERGENCE VALUE = 0.3792E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7368 SCALED MAX DOF INC = 0.3792E-04
FORCE CONVERGENCE VALUE = 0.2448E-02 CRITERION= 0.1077E-01 <<< CONVERGED
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2903E-04
DISP CONVERGENCE VALUE = 0.2903E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2903E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8
*** LOAD STEP 1 SUBSTEP 58 COMPLETED. CUM ITER = 311
*** TIME = 0.580000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 15.982 TIME= 07:40:40
Contact element 1018 (real ID 3) status changes abruptly from contact
(with target element 1283) -> no-contact.
FORCE CONVERGENCE VALUE = 2.489 CRITERION= 0.9105E-02
DISP CONVERGENCE VALUE = 0.8101E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8101E-02
DISP CONVERGENCE VALUE = 0.7754E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9572 SCALED MAX DOF INC = 0.7754E-02
FORCE CONVERGENCE VALUE = 1.914 CRITERION= 0.9155E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1282E-01
DISP CONVERGENCE VALUE = 0.7948E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6201 SCALED MAX DOF INC = -0.7948E-02
FORCE CONVERGENCE VALUE = 0.9915 CRITERION= 0.9090E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3457E-03
DISP CONVERGENCE VALUE = 0.3457E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3457E-03
FORCE CONVERGENCE VALUE = 0.6749E-01 CRITERION= 0.9093E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6294E-03
DISP CONVERGENCE VALUE = 0.3347E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5318 SCALED MAX DOF INC = -0.3347E-03
FORCE CONVERGENCE VALUE = 0.3195E-01 CRITERION= 0.9090E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1925E-03
DISP CONVERGENCE VALUE = 0.1245E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6470 SCALED MAX DOF INC = 0.1245E-03
FORCE CONVERGENCE VALUE = 0.1128E-01 CRITERION= 0.9091E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1049E-03
DISP CONVERGENCE VALUE = 0.5579E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5318 SCALED MAX DOF INC = 0.5579E-04
FORCE CONVERGENCE VALUE = 0.5406E-02 CRITERION= 0.9091E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 59 COMPLETED. CUM ITER = 317
*** TIME = 0.590000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 16.291 TIME= 07:40:40
Contact element 1019 (real ID 3) status changes abruptly from contact
(with target element 1282) -> no-contact.
FORCE CONVERGENCE VALUE = 2.636 CRITERION= 0.9041E-02
DISP CONVERGENCE VALUE = 0.4476E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4476E-02
DISP CONVERGENCE VALUE = 0.4476E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4476E-02
FORCE CONVERGENCE VALUE = 1.668 CRITERION= 0.9062E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7531E-02
DISP CONVERGENCE VALUE = 0.5462E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7252 SCALED MAX DOF INC = -0.5462E-02
FORCE CONVERGENCE VALUE = 0.8723 CRITERION= 0.9019E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3261E-02
DISP CONVERGENCE VALUE = 0.2611E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8006 SCALED MAX DOF INC = 0.2611E-02
FORCE CONVERGENCE VALUE = 0.1746 CRITERION= 0.8999E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2995E-02
DISP CONVERGENCE VALUE = 0.1818E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6069 SCALED MAX DOF INC = 0.1818E-02
FORCE CONVERGENCE VALUE = 0.6851E-01 CRITERION= 0.9013E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2567E-03
DISP CONVERGENCE VALUE = 0.2224E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8666 SCALED MAX DOF INC = -0.2224E-03
FORCE CONVERGENCE VALUE = 0.9217E-02 CRITERION= 0.9012E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1572E-03
DISP CONVERGENCE VALUE = 0.9508E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6049 SCALED MAX DOF INC = 0.9508E-04
FORCE CONVERGENCE VALUE = 0.3635E-02 CRITERION= 0.9012E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 60 COMPLETED. CUM ITER = 323
*** TIME = 0.600000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 16.578 TIME= 07:40:41
Contact element 1021 (real ID 3) status changes abruptly from contact
(with target element 1280) -> no-contact.
FORCE CONVERGENCE VALUE = 2.454 CRITERION= 0.8953E-02
DISP CONVERGENCE VALUE = 0.7383E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7383E-02
DISP CONVERGENCE VALUE = 0.7144E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9675 SCALED MAX DOF INC = 0.7144E-02
FORCE CONVERGENCE VALUE = 1.349 CRITERION= 0.8997E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1144E-01
DISP CONVERGENCE VALUE = 0.7117E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6223 SCALED MAX DOF INC = -0.7117E-02
FORCE CONVERGENCE VALUE = 0.5105 CRITERION= 0.8943E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2444E-02
DISP CONVERGENCE VALUE = 0.1766E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7225 SCALED MAX DOF INC = 0.1766E-02
FORCE CONVERGENCE VALUE = 0.3432 CRITERION= 0.8956E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4393E-02
DISP CONVERGENCE VALUE = 0.1882E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4285 SCALED MAX DOF INC = -0.1882E-02
FORCE CONVERGENCE VALUE = 0.1965 CRITERION= 0.8942E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1199E-02
DISP CONVERGENCE VALUE = 0.7511E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6264 SCALED MAX DOF INC = 0.7511E-03
FORCE CONVERGENCE VALUE = 0.7341E-01 CRITERION= 0.8947E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9425E-03
DISP CONVERGENCE VALUE = 0.4052E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4300 SCALED MAX DOF INC = -0.4052E-03
FORCE CONVERGENCE VALUE = 0.4191E-01 CRITERION= 0.8944E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2549E-03
DISP CONVERGENCE VALUE = 0.1598E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6268 SCALED MAX DOF INC = 0.1598E-03
FORCE CONVERGENCE VALUE = 0.1564E-01 CRITERION= 0.1051E-01
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2007E-03
DISP CONVERGENCE VALUE = 0.8635E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4303 SCALED MAX DOF INC = -0.8635E-04
FORCE CONVERGENCE VALUE = 0.8924E-02 CRITERION= 0.1073E-01 <<< CONVERGED
EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5421E-04
DISP CONVERGENCE VALUE = 0.5421E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5421E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9
*** LOAD STEP 1 SUBSTEP 61 COMPLETED. CUM ITER = 332
*** TIME = 0.610000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 17.036 TIME= 07:40:41
Contact element 1022 (real ID 3) status changes abruptly from contact
(with target element 1279) -> no-contact.
FORCE CONVERGENCE VALUE = 2.380 CRITERION= 0.8899E-02
DISP CONVERGENCE VALUE = 0.3185E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3185E-02
DISP CONVERGENCE VALUE = 0.3185E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3185E-02
FORCE CONVERGENCE VALUE = 1.119 CRITERION= 0.8910E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5105E-02
DISP CONVERGENCE VALUE = 0.3875E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7590 SCALED MAX DOF INC = -0.3875E-02
FORCE CONVERGENCE VALUE = 0.2947 CRITERION= 0.8883E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4499E-03
DISP CONVERGENCE VALUE = 0.4431E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9849 SCALED MAX DOF INC = 0.4431E-03
FORCE CONVERGENCE VALUE = 0.9802E-02 CRITERION= 0.8886E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5630E-03
DISP CONVERGENCE VALUE = 0.2188E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3887 SCALED MAX DOF INC = -0.2188E-03
FORCE CONVERGENCE VALUE = 0.6144E-02 CRITERION= 0.8884E-02 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 62 COMPLETED. CUM ITER = 336
*** TIME = 0.620000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 17.232 TIME= 07:40:41
Contact element 1023 (real ID 3) status changes abruptly from contact
(with target element 1278) -> no-contact.
FORCE CONVERGENCE VALUE = 2.482 CRITERION= 0.8845E-02
DISP CONVERGENCE VALUE = 0.7287E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7287E-02
DISP CONVERGENCE VALUE = 0.6995E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9599 SCALED MAX DOF INC = 0.6995E-02
FORCE CONVERGENCE VALUE = 1.494 CRITERION= 0.8883E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1036E-01
DISP CONVERGENCE VALUE = 0.6587E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6356 SCALED MAX DOF INC = -0.6587E-02
FORCE CONVERGENCE VALUE = 0.8707 CRITERION= 0.8838E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2684E-02
DISP CONVERGENCE VALUE = 0.2442E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9099 SCALED MAX DOF INC = 0.2442E-02
FORCE CONVERGENCE VALUE = 0.7963E-01 CRITERION= 0.8823E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2060E-02
DISP CONVERGENCE VALUE = 0.1172E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5691 SCALED MAX DOF INC = 0.1172E-02
FORCE CONVERGENCE VALUE = 0.3409E-01 CRITERION= 0.8831E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1056E-03
DISP CONVERGENCE VALUE = 0.9612E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9099 SCALED MAX DOF INC = 0.9612E-04
FORCE CONVERGENCE VALUE = 0.3146E-02 CRITERION= 0.8830E-02 <<< CONVERGED
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8016E-04
DISP CONVERGENCE VALUE = 0.8016E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8016E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 63 COMPLETED. CUM ITER = 342
*** TIME = 0.630000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 17.524 TIME= 07:40:41
Contact element 1025 (real ID 3) status changes abruptly from contact
(with target element 1276) -> no-contact.
FORCE CONVERGENCE VALUE = 2.386 CRITERION= 0.8800E-02
DISP CONVERGENCE VALUE = 0.7066E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7066E-02
DISP CONVERGENCE VALUE = 0.6842E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9683 SCALED MAX DOF INC = 0.6842E-02
FORCE CONVERGENCE VALUE = 1.358 CRITERION= 0.8835E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1233E-01
DISP CONVERGENCE VALUE = 0.7331E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.5946 SCALED MAX DOF INC = -0.7331E-02
FORCE CONVERGENCE VALUE = 0.5515 CRITERION= 0.8791E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2710E-02
DISP CONVERGENCE VALUE = 0.1925E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7104 SCALED MAX DOF INC = 0.1925E-02
FORCE CONVERGENCE VALUE = 0.3331 CRITERION= 0.8803E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5158E-02
DISP CONVERGENCE VALUE = 0.2016E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3909 SCALED MAX DOF INC = -0.2016E-02
FORCE CONVERGENCE VALUE = 0.2033 CRITERION= 0.8791E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1293E-02
DISP CONVERGENCE VALUE = 0.8088E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6255 SCALED MAX DOF INC = 0.8088E-03
FORCE CONVERGENCE VALUE = 0.7611E-01 CRITERION= 0.8796E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1183E-02
DISP CONVERGENCE VALUE = 0.4646E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3926 SCALED MAX DOF INC = -0.4646E-03
FORCE CONVERGENCE VALUE = 0.4630E-01 CRITERION= 0.8793E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2934E-03
DISP CONVERGENCE VALUE = 0.1837E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6262 SCALED MAX DOF INC = 0.1837E-03
FORCE CONVERGENCE VALUE = 0.1731E-01 CRITERION= 0.1034E-01
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2690E-03
DISP CONVERGENCE VALUE = 0.1057E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3930 SCALED MAX DOF INC = -0.1057E-03
FORCE CONVERGENCE VALUE = 0.1052E-01 CRITERION= 0.1055E-01 <<< CONVERGED
EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6657E-04
DISP CONVERGENCE VALUE = 0.6657E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6657E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9
*** LOAD STEP 1 SUBSTEP 64 COMPLETED. CUM ITER = 351
*** TIME = 0.640000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 17.977 TIME= 07:40:42
Contact element 1026 (real ID 3) status changes abruptly from contact
(with target element 1275) -> no-contact.
FORCE CONVERGENCE VALUE = 2.350 CRITERION= 0.8786E-02
DISP CONVERGENCE VALUE = 0.3134E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3134E-02
DISP CONVERGENCE VALUE = 0.3134E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3134E-02
FORCE CONVERGENCE VALUE = 1.059 CRITERION= 0.8799E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5291E-02
DISP CONVERGENCE VALUE = 0.3887E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7347 SCALED MAX DOF INC = -0.3887E-02
FORCE CONVERGENCE VALUE = 0.2813 CRITERION= 0.8781E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1859E-02
DISP CONVERGENCE VALUE = 0.1252E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6739 SCALED MAX DOF INC = 0.1252E-02
FORCE CONVERGENCE VALUE = 0.1158 CRITERION= 0.8787E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2471E-02
DISP CONVERGENCE VALUE = 0.1066E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4313 SCALED MAX DOF INC = -0.1066E-02
FORCE CONVERGENCE VALUE = 0.6627E-01 CRITERION= 0.8783E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5917E-03
DISP CONVERGENCE VALUE = 0.3882E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6561 SCALED MAX DOF INC = 0.3882E-03
FORCE CONVERGENCE VALUE = 0.2278E-01 CRITERION= 0.8785E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4846E-03
DISP CONVERGENCE VALUE = 0.2095E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4323 SCALED MAX DOF INC = -0.2095E-03
FORCE CONVERGENCE VALUE = 0.1303E-01 CRITERION= 0.8784E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1156E-03
DISP CONVERGENCE VALUE = 0.7586E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6564 SCALED MAX DOF INC = 0.7586E-04
FORCE CONVERGENCE VALUE = 0.4478E-02 CRITERION= 0.1033E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 65 COMPLETED. CUM ITER = 358
*** TIME = 0.650000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 18.316 TIME= 07:40:42
Contact element 1027 (real ID 3) status changes abruptly from contact
(with target element 1274) -> no-contact.
FORCE CONVERGENCE VALUE = 2.483 CRITERION= 0.8808E-02
DISP CONVERGENCE VALUE = 0.6392E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6392E-02
DISP CONVERGENCE VALUE = 0.6243E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9766 SCALED MAX DOF INC = 0.6243E-02
FORCE CONVERGENCE VALUE = 1.456 CRITERION= 0.8833E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1006E-01
DISP CONVERGENCE VALUE = 0.6326E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6289 SCALED MAX DOF INC = -0.6326E-02
FORCE CONVERGENCE VALUE = 0.7781 CRITERION= 0.8813E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4890E-02
DISP CONVERGENCE VALUE = 0.3262E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6670 SCALED MAX DOF INC = -0.3262E-02
FORCE CONVERGENCE VALUE = 0.2597 CRITERION= 0.8807E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3961E-02
DISP CONVERGENCE VALUE = 0.2416E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6101 SCALED MAX DOF INC = 0.2416E-02
FORCE CONVERGENCE VALUE = 0.1011 CRITERION= 0.8815E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6410E-03
DISP CONVERGENCE VALUE = 0.4981E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7770 SCALED MAX DOF INC = -0.4981E-03
FORCE CONVERGENCE VALUE = 0.2263E-01 CRITERION= 0.8814E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3443E-03
DISP CONVERGENCE VALUE = 0.2093E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6079 SCALED MAX DOF INC = 0.2093E-03
FORCE CONVERGENCE VALUE = 0.8865E-02 CRITERION= 0.8815E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5603E-04
DISP CONVERGENCE VALUE = 0.4354E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7771 SCALED MAX DOF INC = -0.4354E-04
FORCE CONVERGENCE VALUE = 0.1987E-02 CRITERION= 0.1036E-01 <<< CONVERGED
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3011E-04
DISP CONVERGENCE VALUE = 0.3011E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3011E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8
*** LOAD STEP 1 SUBSTEP 66 COMPLETED. CUM ITER = 366
*** TIME = 0.660000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 18.694 TIME= 07:40:43
Contact element 1029 (real ID 3) status changes abruptly from contact
(with target element 1272) -> no-contact.
FORCE CONVERGENCE VALUE = 2.288 CRITERION= 0.8890E-02
DISP CONVERGENCE VALUE = 0.6769E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6769E-02
DISP CONVERGENCE VALUE = 0.6598E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9748 SCALED MAX DOF INC = 0.6598E-02
FORCE CONVERGENCE VALUE = 1.224 CRITERION= 0.8914E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1187E-01
DISP CONVERGENCE VALUE = 0.7027E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.5920 SCALED MAX DOF INC = -0.7027E-02
FORCE CONVERGENCE VALUE = 0.5002 CRITERION= 0.8915E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2565E-02
DISP CONVERGENCE VALUE = 0.1843E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7185 SCALED MAX DOF INC = 0.1843E-02
FORCE CONVERGENCE VALUE = 0.1785 CRITERION= 0.8918E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4476E-02
DISP CONVERGENCE VALUE = 0.1546E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3453 SCALED MAX DOF INC = -0.1546E-02
FORCE CONVERGENCE VALUE = 0.1173 CRITERION= 0.8919E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7549E-03
DISP CONVERGENCE VALUE = 0.5100E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6756 SCALED MAX DOF INC = 0.5100E-03
FORCE CONVERGENCE VALUE = 0.3808E-01 CRITERION= 0.8920E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9504E-03
DISP CONVERGENCE VALUE = 0.3183E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3349 SCALED MAX DOF INC = -0.3183E-03
FORCE CONVERGENCE VALUE = 0.2540E-01 CRITERION= 0.8920E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1627E-03
DISP CONVERGENCE VALUE = 0.1100E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6763 SCALED MAX DOF INC = 0.1100E-03
FORCE CONVERGENCE VALUE = 0.8233E-02 CRITERION= 0.1048E-01 <<< CONVERGED
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2048E-03
DISP CONVERGENCE VALUE = 0.2048E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2048E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8
*** LOAD STEP 1 SUBSTEP 67 COMPLETED. CUM ITER = 374
*** TIME = 0.670000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 19.072 TIME= 07:40:43
Contact element 1030 (real ID 3) status changes abruptly from contact
(with target element 1271) -> no-contact.
FORCE CONVERGENCE VALUE = 2.363 CRITERION= 0.9087E-02
DISP CONVERGENCE VALUE = 0.9452E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9452E-02
DISP CONVERGENCE VALUE = 0.8799E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9310 SCALED MAX DOF INC = 0.8799E-02
FORCE CONVERGENCE VALUE = 1.665 CRITERION= 0.9089E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1058E-01
DISP CONVERGENCE VALUE = 0.8214E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7766 SCALED MAX DOF INC = -0.8214E-02
FORCE CONVERGENCE VALUE = 0.8668 CRITERION= 0.9129E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1719E-03
DISP CONVERGENCE VALUE = 0.1716E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9985 SCALED MAX DOF INC = 0.1716E-03
FORCE CONVERGENCE VALUE = 0.1114E-01 CRITERION= 0.9141E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2516E-03
DISP CONVERGENCE VALUE = 0.1347E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5354 SCALED MAX DOF INC = 0.1347E-03
FORCE CONVERGENCE VALUE = 0.5105E-02 CRITERION= 0.9141E-02 <<< CONVERGED
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1990E-05
DISP CONVERGENCE VALUE = 0.1990E-05 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1990E-05
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 68 COMPLETED. CUM ITER = 379
*** TIME = 0.680000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 19.302 TIME= 07:40:43
Contact element 1031 (real ID 3) status changes abruptly from contact
(with target element 1270) -> no-contact.
FORCE CONVERGENCE VALUE = 2.433 CRITERION= 0.9444E-02
DISP CONVERGENCE VALUE = 0.3089E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3089E-02
DISP CONVERGENCE VALUE = 0.3089E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3089E-02
FORCE CONVERGENCE VALUE = 1.373 CRITERION= 0.9482E-02
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7035E-02
DISP CONVERGENCE VALUE = 0.4945E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7029 SCALED MAX DOF INC = -0.4945E-02
FORCE CONVERGENCE VALUE = 0.5503 CRITERION= 0.9545E-02
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2929E-02
DISP CONVERGENCE VALUE = 0.2105E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7185 SCALED MAX DOF INC = 0.2105E-02
FORCE CONVERGENCE VALUE = 0.1554 CRITERION= 0.9586E-02
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6138E-02
DISP CONVERGENCE VALUE = 0.1650E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2689 SCALED MAX DOF INC = 0.1650E-02
FORCE CONVERGENCE VALUE = 0.1133 CRITERION= 0.9566E-02
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6143E-03
DISP CONVERGENCE VALUE = 0.4382E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7133 SCALED MAX DOF INC = 0.4382E-03
FORCE CONVERGENCE VALUE = 0.3261E-01 CRITERION= 0.9574E-02
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1281E-02
DISP CONVERGENCE VALUE = 0.3413E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2663 SCALED MAX DOF INC = 0.3413E-03
FORCE CONVERGENCE VALUE = 0.2387E-01 CRITERION= 0.9570E-02
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1298E-03
DISP CONVERGENCE VALUE = 0.9246E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7122 SCALED MAX DOF INC = 0.9246E-04
FORCE CONVERGENCE VALUE = 0.6898E-02 CRITERION= 0.1125E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 69 COMPLETED. CUM ITER = 386
*** TIME = 0.690000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 19.615 TIME= 07:40:44
Contact element 1032 (real ID 3) status changes abruptly from contact
(with target element 1269) -> no-contact.
FORCE CONVERGENCE VALUE = 2.256 CRITERION= 0.1013E-01
DISP CONVERGENCE VALUE = 0.6504E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6504E-02
DISP CONVERGENCE VALUE = 0.6351E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9766 SCALED MAX DOF INC = 0.6351E-02
FORCE CONVERGENCE VALUE = 0.8760 CRITERION= 0.1014E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1063E-01
DISP CONVERGENCE VALUE = 0.6050E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.5691 SCALED MAX DOF INC = -0.6050E-02
FORCE CONVERGENCE VALUE = 0.3781 CRITERION= 0.1029E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1749E-02
DISP CONVERGENCE VALUE = 0.1388E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7937 SCALED MAX DOF INC = 0.1388E-02
FORCE CONVERGENCE VALUE = 0.7805E-01 CRITERION= 0.1027E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9598E-03
DISP CONVERGENCE VALUE = 0.5511E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5742 SCALED MAX DOF INC = -0.5511E-03
FORCE CONVERGENCE VALUE = 0.3328E-01 CRITERION= 0.1028E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1536E-03
DISP CONVERGENCE VALUE = 0.1219E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7935 SCALED MAX DOF INC = 0.1219E-03
FORCE CONVERGENCE VALUE = 0.6880E-02 CRITERION= 0.1028E-01 <<< CONVERGED
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8441E-04
DISP CONVERGENCE VALUE = 0.8441E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8441E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 70 COMPLETED. CUM ITER = 392
*** TIME = 0.700000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 19.904 TIME= 07:40:44
Contact element 1034 (real ID 3) status changes abruptly from contact
(with target element 1267) -> no-contact.
FORCE CONVERGENCE VALUE = 2.351 CRITERION= 0.1114E-01
DISP CONVERGENCE VALUE = 0.7062E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7062E-02
DISP CONVERGENCE VALUE = 0.6790E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9615 SCALED MAX DOF INC = 0.6790E-02
FORCE CONVERGENCE VALUE = 1.297 CRITERION= 0.1109E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1481E-01
DISP CONVERGENCE VALUE = 0.7855E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.5304 SCALED MAX DOF INC = -0.7855E-02
FORCE CONVERGENCE VALUE = 0.6103 CRITERION= 0.1140E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2147E-02
DISP CONVERGENCE VALUE = 0.1919E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8937 SCALED MAX DOF INC = 0.1919E-02
FORCE CONVERGENCE VALUE = 0.3634 CRITERION= 0.1136E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6088E-02
DISP CONVERGENCE VALUE = 0.1920E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.3154 SCALED MAX DOF INC = -0.1920E-02
FORCE CONVERGENCE VALUE = 0.2490 CRITERION= 0.1144E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7251E-03
DISP CONVERGENCE VALUE = 0.6394E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8817 SCALED MAX DOF INC = 0.6394E-03
FORCE CONVERGENCE VALUE = 0.2956E-01 CRITERION= 0.1142E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9649E-03
DISP CONVERGENCE VALUE = 0.2680E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2777 SCALED MAX DOF INC = -0.2680E-03
FORCE CONVERGENCE VALUE = 0.2137E-01 CRITERION= 0.1143E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3368E-04
DISP CONVERGENCE VALUE = 0.3240E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9622 SCALED MAX DOF INC = 0.3240E-04
FORCE CONVERGENCE VALUE = 0.8312E-03 CRITERION= 0.1344E-01 <<< CONVERGED
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2658E-04
DISP CONVERGENCE VALUE = 0.2658E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2658E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8
*** LOAD STEP 1 SUBSTEP 71 COMPLETED. CUM ITER = 400
*** TIME = 0.710000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 20.279 TIME= 07:40:44
Contact element 1035 (real ID 3) status changes abruptly from contact
(with target element 1266) -> no-contact.
FORCE CONVERGENCE VALUE = 2.287 CRITERION= 0.1277E-01
DISP CONVERGENCE VALUE = 0.2869E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2869E-02
DISP CONVERGENCE VALUE = 0.2869E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2869E-02
FORCE CONVERGENCE VALUE = 0.8976 CRITERION= 0.1294E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5443E-02
DISP CONVERGENCE VALUE = 0.3688E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6775 SCALED MAX DOF INC = -0.3688E-02
FORCE CONVERGENCE VALUE = 0.2898 CRITERION= 0.1319E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1851E-02
DISP CONVERGENCE VALUE = 0.1234E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6665 SCALED MAX DOF INC = 0.1234E-02
FORCE CONVERGENCE VALUE = 0.9656E-01 CRITERION= 0.1312E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5204E-03
DISP CONVERGENCE VALUE = 0.3628E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6971 SCALED MAX DOF INC = -0.3628E-03
FORCE CONVERGENCE VALUE = 0.2929E-01 CRITERION= 0.1315E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1944E-03
DISP CONVERGENCE VALUE = 0.1278E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6576 SCALED MAX DOF INC = 0.1278E-03
FORCE CONVERGENCE VALUE = 0.1002E-01 CRITERION= 0.1314E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 5
*** LOAD STEP 1 SUBSTEP 72 COMPLETED. CUM ITER = 405
*** TIME = 0.720000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 20.521 TIME= 07:40:44
Contact element 1036 (real ID 3) status changes abruptly from contact
(with target element 1265) -> no-contact.
FORCE CONVERGENCE VALUE = 2.461 CRITERION= 0.1504E-01
DISP CONVERGENCE VALUE = 0.3639E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3639E-02
DISP CONVERGENCE VALUE = 0.3639E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3639E-02
FORCE CONVERGENCE VALUE = 1.344 CRITERION= 0.1518E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8130E-02
DISP CONVERGENCE VALUE = 0.5318E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6541 SCALED MAX DOF INC = -0.5318E-02
FORCE CONVERGENCE VALUE = 0.5562 CRITERION= 0.1567E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3400E-02
DISP CONVERGENCE VALUE = 0.2298E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6760 SCALED MAX DOF INC = 0.2298E-02
FORCE CONVERGENCE VALUE = 0.1807 CRITERION= 0.1595E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8027E-02
DISP CONVERGENCE VALUE = 0.1883E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2346 SCALED MAX DOF INC = 0.1883E-02
FORCE CONVERGENCE VALUE = 0.1380 CRITERION= 0.1578E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8640E-03
DISP CONVERGENCE VALUE = 0.5773E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6682 SCALED MAX DOF INC = 0.5773E-03
FORCE CONVERGENCE VALUE = 0.4592E-01 CRITERION= 0.1585E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2025E-02
DISP CONVERGENCE VALUE = 0.4696E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2319 SCALED MAX DOF INC = 0.4696E-03
FORCE CONVERGENCE VALUE = 0.3520E-01 CRITERION= 0.1581E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2217E-03
DISP CONVERGENCE VALUE = 0.1477E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6662 SCALED MAX DOF INC = 0.1477E-03
FORCE CONVERGENCE VALUE = 0.1179E-01 CRITERION= 0.1860E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 73 COMPLETED. CUM ITER = 412
*** TIME = 0.730000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 20.859 TIME= 07:40:45
Contact element 1037 (real ID 3) status changes abruptly from contact
(with target element 1264) -> no-contact.
FORCE CONVERGENCE VALUE = 2.230 CRITERION= 0.1872E-01
DISP CONVERGENCE VALUE = 0.6774E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6774E-02
DISP CONVERGENCE VALUE = 0.6585E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9721 SCALED MAX DOF INC = 0.6585E-02
FORCE CONVERGENCE VALUE = 0.7570 CRITERION= 0.1862E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1124E-01
DISP CONVERGENCE VALUE = 0.5991E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.5331 SCALED MAX DOF INC = -0.5991E-02
FORCE CONVERGENCE VALUE = 0.3540 CRITERION= 0.1942E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1611E-02
DISP CONVERGENCE VALUE = 0.1300E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8066 SCALED MAX DOF INC = 0.1300E-02
FORCE CONVERGENCE VALUE = 0.6852E-01 CRITERION= 0.1931E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1034E-02
DISP CONVERGENCE VALUE = 0.5568E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5387 SCALED MAX DOF INC = -0.5568E-03
FORCE CONVERGENCE VALUE = 0.3165E-01 CRITERION= 0.1938E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1438E-03
DISP CONVERGENCE VALUE = 0.1159E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8066 SCALED MAX DOF INC = 0.1159E-03
FORCE CONVERGENCE VALUE = 0.6132E-02 CRITERION= 0.1937E-01 <<< CONVERGED
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9229E-04
DISP CONVERGENCE VALUE = 0.9229E-04 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9229E-04
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 6
*** LOAD STEP 1 SUBSTEP 74 COMPLETED. CUM ITER = 418
*** TIME = 0.740000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 21.147 TIME= 07:40:45
Contact element 1039 (real ID 3) status changes abruptly from contact
(with target element 1262) -> no-contact.
FORCE CONVERGENCE VALUE = 2.186 CRITERION= 0.2311E-01
DISP CONVERGENCE VALUE = 0.6448E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6448E-02
DISP CONVERGENCE VALUE = 0.6264E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9714 SCALED MAX DOF INC = 0.6264E-02
FORCE CONVERGENCE VALUE = 1.173 CRITERION= 0.2287E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1417E-01
DISP CONVERGENCE VALUE = 0.7402E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.5225 SCALED MAX DOF INC = -0.7402E-02
FORCE CONVERGENCE VALUE = 0.5609 CRITERION= 0.2417E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3027E-02
DISP CONVERGENCE VALUE = 0.2066E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6827 SCALED MAX DOF INC = 0.2066E-02
FORCE CONVERGENCE VALUE = 0.1780 CRITERION= 0.2391E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2242E-02
DISP CONVERGENCE VALUE = 0.1076E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4798 SCALED MAX DOF INC = -0.1076E-02
FORCE CONVERGENCE VALUE = 0.2319 CRITERION= 0.2410E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1558E-02
DISP CONVERGENCE VALUE = 0.8635E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5541 SCALED MAX DOF INC = -0.8635E-03
FORCE CONVERGENCE VALUE = 0.1039 CRITERION= 0.2428E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2284E-02
DISP CONVERGENCE VALUE = 0.6497E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2844 SCALED MAX DOF INC = 0.6497E-03
FORCE CONVERGENCE VALUE = 0.7426E-01 CRITERION= 0.2418E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5004E-03
DISP CONVERGENCE VALUE = 0.2762E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.5519 SCALED MAX DOF INC = -0.2762E-03
FORCE CONVERGENCE VALUE = 0.3340E-01 CRITERION= 0.2849E-01
EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7307E-03
DISP CONVERGENCE VALUE = 0.2074E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2839 SCALED MAX DOF INC = 0.2074E-03
FORCE CONVERGENCE VALUE = 0.2388E-01 CRITERION= 0.2903E-01 <<< CONVERGED
EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1610E-03
DISP CONVERGENCE VALUE = 0.1610E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1610E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9
*** LOAD STEP 1 SUBSTEP 75 COMPLETED. CUM ITER = 427
*** TIME = 0.750000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 21.591 TIME= 07:40:46
Contact element 1040 (real ID 3) status changes abruptly from contact
(with target element 1261) -> no-contact.
FORCE CONVERGENCE VALUE = 2.295 CRITERION= 0.2923E-01
DISP CONVERGENCE VALUE = 0.8854E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8854E-02
DISP CONVERGENCE VALUE = 0.8287E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9360 SCALED MAX DOF INC = 0.8287E-02
FORCE CONVERGENCE VALUE = 1.469 CRITERION= 0.2838E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1088E-01
DISP CONVERGENCE VALUE = 0.8122E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.7463 SCALED MAX DOF INC = -0.8122E-02
FORCE CONVERGENCE VALUE = 0.6190 CRITERION= 0.3031E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3928E-03
DISP CONVERGENCE VALUE = 0.3923E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9989 SCALED MAX DOF INC = 0.3923E-03
FORCE CONVERGENCE VALUE = 0.1130E-01 CRITERION= 0.3046E-01 <<< CONVERGED
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2086E-03
DISP CONVERGENCE VALUE = 0.2086E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2086E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 76 COMPLETED. CUM ITER = 431
*** TIME = 0.760000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 21.783 TIME= 07:40:46
Contact element 1041 (real ID 3) status changes abruptly from contact
(with target element 1260) -> no-contact.
FORCE CONVERGENCE VALUE = 2.171 CRITERION= 0.3689E-01
DISP CONVERGENCE VALUE = 0.2932E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2932E-02
DISP CONVERGENCE VALUE = 0.2932E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2932E-02
FORCE CONVERGENCE VALUE = 0.8905 CRITERION= 0.3751E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6031E-02
DISP CONVERGENCE VALUE = 0.3860E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6400 SCALED MAX DOF INC = -0.3860E-02
FORCE CONVERGENCE VALUE = 0.3208 CRITERION= 0.3871E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1843E-02
DISP CONVERGENCE VALUE = 0.1273E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6906 SCALED MAX DOF INC = 0.1273E-02
FORCE CONVERGENCE VALUE = 0.9923E-01 CRITERION= 0.3841E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6741E-03
DISP CONVERGENCE VALUE = 0.4329E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.6423 SCALED MAX DOF INC = -0.4329E-03
FORCE CONVERGENCE VALUE = 0.3553E-01 CRITERION= 0.3854E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 77 COMPLETED. CUM ITER = 435
*** TIME = 0.770000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 21.987 TIME= 07:40:46
Contact element 1042 (real ID 3) status changes abruptly from contact
(with target element 1259) -> no-contact.
FORCE CONVERGENCE VALUE = 2.372 CRITERION= 0.4666E-01
DISP CONVERGENCE VALUE = 0.4228E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4228E-02
DISP CONVERGENCE VALUE = 0.4228E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4228E-02
FORCE CONVERGENCE VALUE = 1.098 CRITERION= 0.4694E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8197E-02
DISP CONVERGENCE VALUE = 0.5099E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.6221 SCALED MAX DOF INC = -0.5099E-02
FORCE CONVERGENCE VALUE = 0.4154 CRITERION= 0.4889E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2225E-02
DISP CONVERGENCE VALUE = 0.1572E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7066 SCALED MAX DOF INC = 0.1572E-02
FORCE CONVERGENCE VALUE = 0.1828 CRITERION= 0.4843E-01
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7197E-02
DISP CONVERGENCE VALUE = 0.1916E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2662 SCALED MAX DOF INC = -0.1916E-02
FORCE CONVERGENCE VALUE = 0.1344 CRITERION= 0.4921E-01
EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1410E-02
DISP CONVERGENCE VALUE = 0.6921E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4909 SCALED MAX DOF INC = 0.6921E-03
FORCE CONVERGENCE VALUE = 0.6840E-01 CRITERION= 0.4899E-01
EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2199E-02
DISP CONVERGENCE VALUE = 0.5065E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.2303 SCALED MAX DOF INC = -0.5065E-03
FORCE CONVERGENCE VALUE = 0.5272E-01 CRITERION= 0.4920E-01
EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5410E-03
DISP CONVERGENCE VALUE = 0.2684E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.4962 SCALED MAX DOF INC = 0.2684E-03
FORCE CONVERGENCE VALUE = 0.2655E-01 CRITERION= 0.5773E-01 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 7
*** LOAD STEP 1 SUBSTEP 78 COMPLETED. CUM ITER = 442
*** TIME = 0.780000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 22.331 TIME= 07:40:46
Contact element 1043 (real ID 3) status changes abruptly from contact
(with target element 1258) -> no-contact.
FORCE CONVERGENCE VALUE = 2.276 CRITERION= 0.5976E-01
DISP CONVERGENCE VALUE = 0.7166E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7166E-02
DISP CONVERGENCE VALUE = 0.6970E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9726 SCALED MAX DOF INC = 0.6970E-02
FORCE CONVERGENCE VALUE = 1.161 CRITERION= 0.5860E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6337E-02
DISP CONVERGENCE VALUE = 0.5180E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.8175 SCALED MAX DOF INC = -0.5180E-02
FORCE CONVERGENCE VALUE = 0.4029 CRITERION= 0.6120E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1228E-02
DISP CONVERGENCE VALUE = 0.1123E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9143 SCALED MAX DOF INC = 0.1123E-02
FORCE CONVERGENCE VALUE = 0.3578E-01 CRITERION= 0.6207E-01 <<< CONVERGED
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1284E-02
DISP CONVERGENCE VALUE = 0.1284E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1284E-02
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 79 COMPLETED. CUM ITER = 446
*** TIME = 0.790000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.941 CRITERION= 0.7389E-01
DISP CONVERGENCE VALUE = 0.4804E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4804E-02
DISP CONVERGENCE VALUE = 0.4750E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9888 SCALED MAX DOF INC = -0.4750E-02
FORCE CONVERGENCE VALUE = 1.262 CRITERION= 0.7318E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5879E-02
*** WARNING *** CP = 22.576 TIME= 07:40:47
Contact element 1045 (real ID 3) status changes abruptly from contact
(with target element 1256) -> no-contact.
DISP CONVERGENCE VALUE = 0.4777E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8125 SCALED MAX DOF INC = -0.4777E-02
FORCE CONVERGENCE VALUE = 0.4009 CRITERION= 0.7617E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5186E-03
DISP CONVERGENCE VALUE = 0.5079E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9795 SCALED MAX DOF INC = 0.5079E-03
FORCE CONVERGENCE VALUE = 0.1253E-01 CRITERION= 0.7690E-01 <<< CONVERGED
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6446E-03
DISP CONVERGENCE VALUE = 0.6446E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6446E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 80 COMPLETED. CUM ITER = 450
*** TIME = 0.800000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 22.709 TIME= 07:40:47
Contact element 1046 (real ID 3) status changes abruptly from contact
(with target element 1255) -> no-contact.
FORCE CONVERGENCE VALUE = 1.864 CRITERION= 0.9160E-01
DISP CONVERGENCE VALUE = 0.5748E-02 CRITERION= 0.5010E-02
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5748E-02
DISP CONVERGENCE VALUE = 0.5569E-02 CRITERION= 0.5010E-02
LINE SEARCH PARAMETER = 0.9689 SCALED MAX DOF INC = 0.5569E-02
FORCE CONVERGENCE VALUE = 1.038 CRITERION= 0.9014E-01
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5467E-02
DISP CONVERGENCE VALUE = 0.4336E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7930 SCALED MAX DOF INC = -0.4336E-02
FORCE CONVERGENCE VALUE = 0.2177 CRITERION= 0.9348E-01
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5900E-03
DISP CONVERGENCE VALUE = 0.5665E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9601 SCALED MAX DOF INC = 0.5665E-03
FORCE CONVERGENCE VALUE = 0.1254E-01 CRITERION= 0.9339E-01 <<< CONVERGED
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4667E-03
DISP CONVERGENCE VALUE = 0.4667E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4667E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 81 COMPLETED. CUM ITER = 454
*** TIME = 0.810000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.892 CRITERION= 0.1110
DISP CONVERGENCE VALUE = 0.4527E-02 CRITERION= 0.5010E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4527E-02
DISP CONVERGENCE VALUE = 0.4478E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9892 SCALED MAX DOF INC = 0.4478E-02
FORCE CONVERGENCE VALUE = 0.6922 CRITERION= 0.1101
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3352E-02
DISP CONVERGENCE VALUE = 0.2798E-02 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8348 SCALED MAX DOF INC = -0.2798E-02
FORCE CONVERGENCE VALUE = 0.1150 CRITERION= 0.1128
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5011E-03
DISP CONVERGENCE VALUE = 0.4050E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.8081 SCALED MAX DOF INC = 0.4050E-03
FORCE CONVERGENCE VALUE = 0.2207E-01 CRITERION= 0.1125 <<< CONVERGED
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1304E-03
DISP CONVERGENCE VALUE = 0.1304E-03 CRITERION= 0.5010E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1304E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 1 SUBSTEP 82 COMPLETED. CUM ITER = 458
*** TIME = 0.820000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.645 CRITERION= 0.1315
DISP CONVERGENCE VALUE = 0.2755E-02 CRITERION= 0.5011E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2755E-02
DISP CONVERGENCE VALUE = 0.2737E-02 CRITERION= 0.5011E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9938 SCALED MAX DOF INC = 0.2737E-02
FORCE CONVERGENCE VALUE = 0.2190E-01 CRITERION= 0.1319 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4565E-03
DISP CONVERGENCE VALUE = 0.4565E-03 CRITERION= 0.5011E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4565E-03
FORCE CONVERGENCE VALUE = 0.2388E-01 CRITERION= 0.1323 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 83 COMPLETED. CUM ITER = 460
*** TIME = 0.830000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.898 CRITERION= 0.1520
DISP CONVERGENCE VALUE = 0.2881E-02 CRITERION= 0.5011E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2881E-02
DISP CONVERGENCE VALUE = 0.2849E-02 CRITERION= 0.5011E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9889 SCALED MAX DOF INC = 0.2849E-02
FORCE CONVERGENCE VALUE = 0.4380 CRITERION= 0.1511
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2680E-02
DISP CONVERGENCE VALUE = 0.2069E-02 CRITERION= 0.5011E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.7720 SCALED MAX DOF INC = -0.2069E-02
FORCE CONVERGENCE VALUE = 0.1004 CRITERION= 0.1537 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5358E-03
DISP CONVERGENCE VALUE = 0.5358E-03 CRITERION= 0.5011E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5358E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 84 COMPLETED. CUM ITER = 463
*** TIME = 0.840000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
*** WARNING *** CP = 23.317 TIME= 07:40:47
Contact element 1049 (real ID 3) status changes abruptly from contact
(with target element 1252) -> no-contact.
FORCE CONVERGENCE VALUE = 1.412 CRITERION= 0.1743
DISP CONVERGENCE VALUE = 0.2441E-02 CRITERION= 0.5012E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2441E-02
DISP CONVERGENCE VALUE = 0.2441E-02 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9999 SCALED MAX DOF INC = -0.2441E-02
FORCE CONVERGENCE VALUE = 0.3855 CRITERION= 0.1731
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1007E-02
DISP CONVERGENCE VALUE = 0.9501E-03 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9438 SCALED MAX DOF INC = -0.9501E-03
FORCE CONVERGENCE VALUE = 0.2395E-01 CRITERION= 0.1745 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1338E-03
DISP CONVERGENCE VALUE = 0.1338E-03 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1338E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 85 COMPLETED. CUM ITER = 466
*** TIME = 0.850000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.250 CRITERION= 0.1955
DISP CONVERGENCE VALUE = 0.2860E-02 CRITERION= 0.5012E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2860E-02
DISP CONVERGENCE VALUE = 0.2826E-02 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9882 SCALED MAX DOF INC = 0.2826E-02
FORCE CONVERGENCE VALUE = 0.4182 CRITERION= 0.1932
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1297E-02
DISP CONVERGENCE VALUE = 0.1225E-02 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9446 SCALED MAX DOF INC = -0.1225E-02
FORCE CONVERGENCE VALUE = 0.2524E-01 CRITERION= 0.1954 <<< CONVERGED
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1664E-03
DISP CONVERGENCE VALUE = 0.1664E-03 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1664E-03
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3
*** LOAD STEP 1 SUBSTEP 86 COMPLETED. CUM ITER = 469
*** TIME = 0.860000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.034 CRITERION= 0.2161
DISP CONVERGENCE VALUE = 0.1133E-02 CRITERION= 0.5012E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1133E-02
DISP CONVERGENCE VALUE = 0.1127E-02 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9949 SCALED MAX DOF INC = 0.1127E-02
FORCE CONVERGENCE VALUE = 0.9957E-02 CRITERION= 0.2159 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1318E-03
DISP CONVERGENCE VALUE = 0.1318E-03 CRITERION= 0.5012E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1318E-03
FORCE CONVERGENCE VALUE = 0.2163E-03 CRITERION= 0.2160 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 87 COMPLETED. CUM ITER = 471
*** TIME = 0.870000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 1.246 CRITERION= 0.2368
DISP CONVERGENCE VALUE = 0.1659E-02 CRITERION= 0.5013E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1659E-02
DISP CONVERGENCE VALUE = 0.1641E-02 CRITERION= 0.5013E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9894 SCALED MAX DOF INC = 0.1641E-02
FORCE CONVERGENCE VALUE = 0.1673E-01 CRITERION= 0.2358 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1784E-03
DISP CONVERGENCE VALUE = 0.1784E-03 CRITERION= 0.5013E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1784E-03
FORCE CONVERGENCE VALUE = 0.2953E-03 CRITERION= 0.2360 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 88 COMPLETED. CUM ITER = 473
*** TIME = 0.880000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.6818 CRITERION= 0.2560
DISP CONVERGENCE VALUE = 0.6447E-03 CRITERION= 0.5013E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6447E-03
DISP CONVERGENCE VALUE = 0.6432E-03 CRITERION= 0.5013E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9978 SCALED MAX DOF INC = 0.6432E-03
FORCE CONVERGENCE VALUE = 0.1125E-01 CRITERION= 0.2561 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6300E-04
DISP CONVERGENCE VALUE = 0.6300E-04 CRITERION= 0.5013E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6300E-04
FORCE CONVERGENCE VALUE = 0.1084E-03 CRITERION= 0.2562 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 89 COMPLETED. CUM ITER = 475
*** TIME = 0.890000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.5861 CRITERION= 0.2765
DISP CONVERGENCE VALUE = 0.1200E-02 CRITERION= 0.5014E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1200E-02
DISP CONVERGENCE VALUE = 0.1187E-02 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9886 SCALED MAX DOF INC = 0.1187E-02
FORCE CONVERGENCE VALUE = 0.8125E-02 CRITERION= 0.2753 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1054E-03
DISP CONVERGENCE VALUE = 0.1054E-03 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1054E-03
FORCE CONVERGENCE VALUE = 0.1770E-03 CRITERION= 0.2755 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 90 COMPLETED. CUM ITER = 477
*** TIME = 0.900000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.4763 CRITERION= 0.2947
DISP CONVERGENCE VALUE = 0.5898E-03 CRITERION= 0.5014E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5898E-03
DISP CONVERGENCE VALUE = 0.5877E-03 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9965 SCALED MAX DOF INC = 0.5877E-03
FORCE CONVERGENCE VALUE = 0.1057E-01 CRITERION= 0.2941 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5096E-04
DISP CONVERGENCE VALUE = 0.5096E-04 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5096E-04
FORCE CONVERGENCE VALUE = 0.1140E-03 CRITERION= 0.2942 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 91 COMPLETED. CUM ITER = 479
*** TIME = 0.910000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.6639 CRITERION= 0.3130
DISP CONVERGENCE VALUE = 0.6638E-03 CRITERION= 0.5014E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6638E-03
DISP CONVERGENCE VALUE = 0.6617E-03 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9968 SCALED MAX DOF INC = 0.6617E-03
FORCE CONVERGENCE VALUE = 0.3822E-02 CRITERION= 0.3125 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4915E-04
DISP CONVERGENCE VALUE = 0.4915E-04 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4915E-04
FORCE CONVERGENCE VALUE = 0.7974E-04 CRITERION= 0.3126 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 92 COMPLETED. CUM ITER = 481
*** TIME = 0.920000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.3865 CRITERION= 0.3310
DISP CONVERGENCE VALUE = 0.7672E-03 CRITERION= 0.5014E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7672E-03
DISP CONVERGENCE VALUE = 0.7672E-03 CRITERION= 0.5014E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7672E-03
FORCE CONVERGENCE VALUE = 0.8258E-02 CRITERION= 0.3298 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 93 COMPLETED. CUM ITER = 482
*** TIME = 0.930000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.7194 CRITERION= 0.3470
DISP CONVERGENCE VALUE = 0.1407E-03 CRITERION= 0.5015E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1407E-03
DISP CONVERGENCE VALUE = 0.1406E-03 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9996 SCALED MAX DOF INC = -0.1406E-03
FORCE CONVERGENCE VALUE = 0.7601E-02 CRITERION= 0.3483 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2149E-04
DISP CONVERGENCE VALUE = 0.2149E-04 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2149E-04
FORCE CONVERGENCE VALUE = 0.3091E-04 CRITERION= 0.3483 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 94 COMPLETED. CUM ITER = 484
*** TIME = 0.940000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.3568 CRITERION= 0.3668
DISP CONVERGENCE VALUE = 0.5948E-03 CRITERION= 0.5015E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5948E-03
DISP CONVERGENCE VALUE = 0.5924E-03 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9960 SCALED MAX DOF INC = 0.5924E-03
FORCE CONVERGENCE VALUE = 0.1695E-02 CRITERION= 0.3657 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4008E-04
DISP CONVERGENCE VALUE = 0.4008E-04 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.4008E-04
FORCE CONVERGENCE VALUE = 0.6101E-04 CRITERION= 0.3658 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 95 COMPLETED. CUM ITER = 486
*** TIME = 0.950000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.3637 CRITERION= 0.3832
DISP CONVERGENCE VALUE = 0.6906E-03 CRITERION= 0.5015E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6906E-03
DISP CONVERGENCE VALUE = 0.6906E-03 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6906E-03
FORCE CONVERGENCE VALUE = 0.5411E-03 CRITERION= 0.3819 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 96 COMPLETED. CUM ITER = 487
*** TIME = 0.960000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.4161 CRITERION= 0.3980
DISP CONVERGENCE VALUE = 0.1084E-03 CRITERION= 0.5015E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1084E-03
DISP CONVERGENCE VALUE = 0.1084E-03 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1084E-03
FORCE CONVERGENCE VALUE = 0.1085E-01 CRITERION= 0.3984 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2677E-05
DISP CONVERGENCE VALUE = 0.2677E-05 CRITERION= 0.5015E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2677E-05
FORCE CONVERGENCE VALUE = 0.1071E-04 CRITERION= 0.3984 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 97 COMPLETED. CUM ITER = 489
*** TIME = 0.970000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.5180 CRITERION= 0.4150
DISP CONVERGENCE VALUE = 0.4925E-03 CRITERION= 0.5016E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4925E-03
DISP CONVERGENCE VALUE = 0.4916E-03 CRITERION= 0.5016E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9981 SCALED MAX DOF INC = 0.4916E-03
FORCE CONVERGENCE VALUE = 0.2902E-02 CRITERION= 0.4145 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2757E-04
DISP CONVERGENCE VALUE = 0.2757E-04 CRITERION= 0.5016E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2757E-04
FORCE CONVERGENCE VALUE = 0.4536E-04 CRITERION= 0.4145 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 98 COMPLETED. CUM ITER = 491
*** TIME = 0.980000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.3774 CRITERION= 0.4306
DISP CONVERGENCE VALUE = 0.1980E-03 CRITERION= 0.5016E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1980E-03
DISP CONVERGENCE VALUE = 0.1980E-03 CRITERION= 0.5016E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 0.9996 SCALED MAX DOF INC = 0.1980E-03
FORCE CONVERGENCE VALUE = 0.3432E-03 CRITERION= 0.4302 <<< CONVERGED
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1034E-04
DISP CONVERGENCE VALUE = 0.1034E-04 CRITERION= 0.5016E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1034E-04
FORCE CONVERGENCE VALUE = 0.1730E-04 CRITERION= 0.4302 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 1 SUBSTEP 99 COMPLETED. CUM ITER = 493
*** TIME = 0.990000 TIME INC = 0.100000E-01
*** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED
FORCE CONVERGENCE VALUE = 0.3800 CRITERION= 0.4459
DISP CONVERGENCE VALUE = 0.3450E-03 CRITERION= 0.5016E-02 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3450E-03
DISP CONVERGENCE VALUE = 0.3450E-03 CRITERION= 0.5016E-02 <<< CONVERGED
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3450E-03
FORCE CONVERGENCE VALUE = 0.3124E-03 CRITERION= 0.4452 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 100 COMPLETED. CUM ITER = 494
*** TIME = 1.00000 TIME INC = 0.100000E-01
*** MAPDL BINARY FILE STATISTICS
BUFFER SIZE USED= 16384
0.750 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav
0.562 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full
10.812 MB WRITTEN ON RESULTS FILE: file0.rst
*************** Write FE CONNECTORS *********
WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce
****************************************************
*************** FINISHED SOLVE FOR LS 1 *************
*GET _WALLASOL FROM ACTI ITEM=TIME WALL VALUE= 7.68027778
PRINTOUT RESUMED BY /GOP
FINISH SOLUTION PROCESSING
***** ROUTINE COMPLETED ***** CP = 25.053
*** MAPDL - ENGINEERING ANALYSIS SYSTEM RELEASE 2024 R1 24.1 ***
Ansys Mechanical Enterprise
00000000 VERSION=LINUX x64 07:40:49 MAY 06, 2024 CP= 25.055
--Static Structural
***** MAPDL RESULTS INTERPRETATION (POST1) *****
*** NOTE *** CP = 25.056 TIME= 07:40:49
Reading results into the database (SET command) will update the current
displacement and force boundary conditions in the database with the
values from the results file for that load set. Note that any
subsequent solutions will use these values unless action is taken to
either SAVE the current values or not overwrite them (/EXIT,NOSAVE).
Set Encoding of XML File to:ISO-8859-1
Set Output of XML File to:
PARM, , , , , , , , , , , ,
, , , , , , ,
DATABASE WRITTEN ON FILE parm.xml
EXIT THE MAPDL POST1 DATABASE PROCESSOR
***** ROUTINE COMPLETED ***** CP = 25.058
PRINTOUT RESUMED BY /GOP
*GET _WALLDONE FROM ACTI ITEM=TIME WALL VALUE= 7.68027778
PARAMETER _PREPTIME = 0.000000000
PARAMETER _SOLVTIME = 24.00000000
PARAMETER _POSTTIME = 0.000000000
PARAMETER _TOTALTIM = 24.00000000
*GET _DLBRATIO FROM ACTI ITEM=SOLU DLBR VALUE= 1.11191336
*GET _COMBTIME FROM ACTI ITEM=SOLU COMB VALUE= 0.100356368
*GET _SSMODE FROM ACTI ITEM=SOLU SSMM VALUE= 2.00000000
*GET _NDOFS FROM ACTI ITEM=SOLU NDOF VALUE= 6398.00000
*GET _SOL_END_TIME FROM ACTI ITEM=SET TIME VALUE= 1.00000000
*IF _sol_end_time ( = 1.00000 ) EQ
1.000000 ( = 1.00000 ) THEN
/FCLEAN COMMAND REMOVING ALL LOCAL FILES
*ENDIF
--- Total number of nodes = 3210
--- Total number of elements = 1360
--- Element load balance ratio = 1.11191336
--- Time to combine distributed files = 0.100356368
--- Sparse memory mode = 2
--- Number of DOF = 6398
EXIT MAPDL WITHOUT SAVING DATABASE
NUMBER OF WARNING MESSAGES ENCOUNTERED= 75
NUMBER OF ERROR MESSAGES ENCOUNTERED= 0
+--------------------- M A P D L S T A T I S T I C S ------------------------+
Release: 2024 R1 Build: 24.1 Update: UP20231106 Platform: LINUX x64
Date Run: 05/06/2024 Time: 07:40 Process ID: 4939
Operating System: Ubuntu 20.04.6 LTS
Processor Model: AMD EPYC 7763 64-Core Processor
Compiler: Intel(R) Fortran Compiler Classic Version 2021.9 (Build: 20230302)
Intel(R) C/C++ Compiler Classic Version 2021.9 (Build: 20230302)
Intel(R) Math Kernel Library Version 2020.0.0 Product Build 20191122
BLAS Library supplied by AMD BLIS
Number of machines requested : 1
Total number of cores available : 8
Number of physical cores available : 4
Number of processes requested : 4
Number of threads per process requested : 1
Total number of cores requested : 4 (Distributed Memory Parallel)
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 2021.10 for Linux* OS
GPU Acceleration: Not Requested
Job Name: file0
Input File: dummy.dat
Core Machine Name Working Directory
-----------------------------------------------------
0 f8cd179a5ae7 /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural
1 f8cd179a5ae7 /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural
2 f8cd179a5ae7 /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural
3 f8cd179a5ae7 /github/home/.mw/Application Data/Ansys/v241/AnsysMechAAD8/Project_Mech_Files/StaticStructural
Latency time from master to core 1 = 2.427 microseconds
Latency time from master to core 2 = 2.217 microseconds
Latency time from master to core 3 = 1.987 microseconds
Communication speed from master to core 1 = 9805.78 MB/sec
Communication speed from master to core 2 = 14351.13 MB/sec
Communication speed from master to core 3 = 14753.54 MB/sec
Total CPU time for main thread : 23.0 seconds
Total CPU time summed for all threads : 25.3 seconds
Elapsed time spent obtaining a license : 0.3 seconds
Elapsed time spent pre-processing model (/PREP7) : 0.0 seconds
Elapsed time spent solution - preprocessing : 0.2 seconds
Elapsed time spent computing solution : 23.7 seconds
Elapsed time spent solution - postprocessing : 0.1 seconds
Elapsed time spent post-processing model (/POST1) : 0.0 seconds
Equation solver used : Sparse (symmetric)
Equation solver computational rate : 7.3 Gflops
Equation solver effective I/O rate : 8.5 GB/sec
Sum of disk space used on all processes : 69.6 MB
Sum of memory used on all processes : 531.0 MB
Sum of memory allocated on all processes : 2880.0 MB
Physical memory available : 31 GB
Total amount of I/O written to disk : 2.5 GB
Total amount of I/O read from disk : 6.9 GB
+------------------ E N D M A P D L S T A T I S T I C S -------------------+
*-----------------------------------------------------------------------------*
| |
| RUN COMPLETED |
| |
|-----------------------------------------------------------------------------|
| |
| Ansys MAPDL 2024 R1 Build 24.1 UP20231106 LINUX x64 |
| |
|-----------------------------------------------------------------------------|
| |
| Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB |
| Max Database Used(Master) 3 MB Max Scratch Used(Master) 132 MB |
| Max Database Used(Workers) 1 MB Max Scratch Used(Workers) 131 MB |
| Sum Database Used(All) 6 MB Sum Scratch Used(All) 525 MB |
| |
|-----------------------------------------------------------------------------|
| |
| CP Time (sec) = 25.326 Time = 07:40:49 |
| Elapsed Time (sec) = 26.000 Date = 05/06/2024 |
| |
*-----------------------------------------------------------------------------*
Project tree#
def print_tree(node, indentation=""):
print(f"{indentation}├── {node.Name}")
if (
hasattr(node, "Children")
and node.Children is not None
and node.Children.Count > 0
):
for child in node.Children:
print_tree(child, indentation + "| ")
root_node = DataModel.Project
print_tree(root_node)
├── Project
| ├── Model
| | ├── Geometry Imports
| | | ├── Geometry Import
| | ├── Geometry
| | | ├── Part 2
| | | | ├── Surface Body
| | | | ├── Surface Body
| | ├── Materials
| | | ├── Structural Steel
| | | ├── CZM Crack Material
| | | ├── Interface Body Material
| | ├── Coordinate Systems
| | | ├── Global Coordinate System
| | ├── Remote Points
| | ├── Connections
| | | ├── Contacts
| | | | ├── Bonded - High_Edge To Low_Edge
| | ├── Mesh
| | | ├── Edge Sizing
| | | ├── Edge Sizing 2
| | | ├── Face Meshing
| | ├── Fracture
| | | ├── Contact Debonding
| | ├── Named Selections
| | | ├── High_Edge
| | | ├── Low_Edge
| | | ├── Short_Edges
| | | ├── Long_Edges
| | | ├── Fixed_Edges
| | | ├── Disp1_Vertex
| | | ├── Disp2_Vertex
| | | ├── Top_Body
| | | ├── Bottom_Body
| | | ├── Top_Face
| | | ├── Bottom_Face
| | | ├── Both_Bodies
| | | ├── Both_Faces
| | ├── Static Structural
| | | ├── Analysis Settings
| | | ├── Fixed Support
| | | ├── Displacement
| | | ├── Displacement 2
| | | ├── Solution
| | | | ├── Solution Information
| | | | ├── Directional Deformation
| | | | ├── Force Reaction
Cleanup#
Save project
app.save(os.path.join(cwd, "contact_debonding.mechdat"))
app.new()
Delete example files
delete_downloads()
True
Total running time of the script: (0 minutes 39.995 seconds)