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An unknown error occured during solution

- May 5, 2020 at 7:27 pm
  
  Taurus
  Subscriber
  
  Cannot solve the geometry even after turning on large deflection and switching to none in GPU settings. How to resolve this issue?
- May 6, 2020 at 3:22 am
  
  Keyur Kanade
  Ansys Employee
  
  As ANSYS Staff, we can not download attachments. Please insert images using insert image functionality.
- May 6, 2020 at 4:49 am
  
  Taurus
  Subscriber
  
  ***** ANSYS COMMAND LINE ARGUMENTS *****
  
  BATCH MODE REQUESTED (-b) = NOLIST
  
  INPUT FILE COPY MODE (-c) = COPY
  
  DISTRIBUTED MEMORY PARALLEL REQUESTED
  
  2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
  
  TOTAL OF 2 CORES REQUESTED
  
  MPI OPTION = INTELMPI
  
  INPUT FILE NAME = E:_ProjectScratchScr9AADdummy.dat
  
  OUTPUT FILE NAME = E:_ProjectScratchScr9AADsolve.out
  
  START-UP FILE MODE = NOREAD
  
  STOP FILE MODE = NOREAD
  
  RELEASE= Release 18.1 BUILD= 18.1 UP20170403 VERSION=WINDOWS x64
  
  CURRENT JOBNAME=file0 18:288 JAN 05, 2020 CP= 0.250
  
  PARAMETER _DS_PROGRESS = 999.0000000
  
  /INPUT FILE= ds.dat LINE= 0
  
  *** NOTE *** CP = 0.562 TIME= 18:288
  
  The /CONFIG,NOELDB command is not valid in a Distributed ANSYS
  
  solution. Command is ignored.
  
  *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 18.4772222
  
  TITLE=
  
  new idea--Static Structural (A5)
  
  ACT Extensions:
  
  MechanicalDropTest, 2.0
  
  f0fd899f-9d88-4f46-8cf1-36bf5c218d65, wbex
  
  
  
  SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
  
  TYPE=STRI DIMENSIONS= 248 1 1
  
  PARAMETER _WB_PROJECTSCRATCH_DIR(1) = E:_ProjectScratchScr9AAD
  
  SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
  
  TYPE=STRI DIMENSIONS= 248 1 1
  
  PARAMETER _WB_SOLVERFILES_DIR(1) = E:new idea_filesdp0SYSMECH
  
  SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
  
  TYPE=STRI DIMENSIONS= 248 1 1
  
  PARAMETER _WB_USERFILES_DIR(1) = E:new idea_filesuser_files
  
  --- 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
  
  *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 18.1 18.1 ***
  
  DISTRIBUTED ANSYS Mechanical Enterprise
  
  00000000 VERSION=WINDOWS x64 18:288 JAN 05, 2020 CP= 0.578
  
  new idea--Static Structural (A5)
  
  ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
  
  *********** Nodes for the whole assembly ***********
  
  *********** Nodes for all Remote Points ***********
  
  *********** Elements for Body 1 "Hemispherical ball" ***********
  
  *********** Elements for Body 2 "plane" ***********
  
  *********** Send User Defined Coordinate System(s) ***********
  
  *********** Set Reference Temperature ***********
  
  *********** Send Materials ***********
  
  *********** Create Contact "Frictional - Hemispherical ball To plane" *********
  
  Real Constant Set For Above Contact Is 4 & 3
  
  *********** Fixed Supports ***********
  
  ******* Constant Zero Displacement X *******
  
  ******* Constant Zero Displacement Z *******
  
  *********** Define Force Using Surface Effect Elements ***********
  
  *********** Create Remote Point "Internal Remote Point 2" ***********
  
  *********** Create Joint "Translational - Ground To Hemispherical ball" *******
  
  Real Constant Set For Above Joint Is 8
  
  *********** Create Joint Drivers **********
  
  ***** ROUTINE COMPLETED ***** CP = 0.734
  
  --- Number of total nodes = 5615
  
  --- Number of contact elements = 874
  
  --- Number of spring elements = 0
  
  --- Number of bearing elements = 0
  
  --- Number of solid elements = 3162
  
  --- Number of condensed parts = 0
  
  --- Number of total elements = 4038
  
  *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 18.4772222
  
  ****************************************************************************
  
  ************************* SOLUTION ********************************
  
  ****************************************************************************
  
  ***** ANSYS SOLUTION ROUTINE *****
  
  PERFORM A STATIC ANALYSIS
  
  THIS WILL BE A NEW ANALYSIS
  
  USE SPARSE MATRIX DIRECT SOLVER
  
  USE THE FULL NEWTON-RAPHSON OPTION FOR ALL DEGREES OF FREEDOM
  
  WITH UNSYMMETRIC SOLVER
  
  AND USE THE DEFAULT ADAPTIVE DESCENT OPTION
  
  CONTACT INFORMATION PRINTOUT LEVEL 1
  
  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 0
  
  DELETE RESTART FILES OF ENDSTEP
  
  ****************************************************
  
  ******************* SOLVE FOR LS 1 OF 2 ****************
  
  SELECT FOR ITEM=TYPE COMPONENT=
  
  IN RANGE 5 TO 5 STEP 1
  
  57 ELEMENTS (OF 4038 DEFINED) SELECTED BY ESEL COMMAND.
  
  SELECT ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.
  
  126 NODES (OF 5615 DEFINED) SELECTED FROM
  
  57 SELECTED ELEMENTS BY NSLE COMMAND.
  
  SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 1 KVAL = 1
  
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI48X
  
  SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 2 KVAL = 1
  
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI48Y
  
  SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS LKEY = 3 KVAL = 1
  
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI48Z
  
  ALL SELECT FOR ITEM=NODE COMPONENT=
  
  IN RANGE 1 TO 5615 STEP 1
  
  5615 NODES (OF 5615 DEFINED) SELECTED BY NSEL COMMAND.
  
  ALL SELECT FOR ITEM=ELEM COMPONENT=
  
  IN RANGE 1 TO 4040 STEP 1
  
  4038 ELEMENTS (OF 4038 DEFINED) SELECTED BY ESEL COMMAND.
  
  PRINTOUT RESUMED BY /GOP
  
  SELECT FOR ITEM=TYPE COMPONENT=
  
  IN RANGE 8 TO 8 STEP 1
  
  1 ELEMENTS (OF 4038 DEFINED) SELECTED BY ESEL COMMAND.
  
  APPLIED BOUNDARY CONDITIONS OR FORCES FOR JOINT ELEMENTS
  
  SPECIFIED VALUE FOR ALL SELECTED ELEMENTS
  
  FORCE, MOMENT, DISPLACEMENT OR ROTATION LABEL = UX
  
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI303
  
  ALL SELECT FOR ITEM=ELEM COMPONENT=
  
  IN RANGE 1 TO 4040 STEP 1
  
  4038 ELEMENTS (OF 4038 DEFINED) SELECTED BY ESEL COMMAND.
  
  USE AUTOMATIC TIME STEPPING THIS LOAD STEP
  
  USE 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM
  
  FOR AUTOMATIC TIME STEPPING:
  
  USE 10 SUBSTEPS AS A MAXIMUM
  
  USE 1 SUBSTEPS AS A MINIMUM
  
  TIME= 0.10000
  
  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 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
  
  PRINTOUT RESUMED BY /GOP
  
  WRITE MISC ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
  
  FOR THE ENTITIES DEFINED BY COMPONENT _ELMISC
  
  NONLINEAR STABILIZATION CONTROL:
  
  KEY=OFF
  
  *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000
  
  *IF ANSINTER_ ( = 0.00000    NE
  
  0 ( = 0.00000    THEN
  
  *ENDIF
  
  ***** ANSYS SOLVE COMMAND *****
  
  *** WARNING *** CP = 0.797 TIME= 18:288
  
  Element shape checking is currently inactive. Issue SHPP,ON or
  
  SHPP,WARN to reactivate, if desired.
  
  *** WARNING *** CP = 0.797 TIME= 18:288
  
  MPC184 elements are being used in the current analysis and the
  
  NLGEOM,ON command has not been used. Thus, only linearized behavior
  
  will be considered. If finite rotation and large deflection effects
  
  are to be considered, please use the NLGEOM,ON command.
  
  *** ERROR *** CP = 0.797 TIME= 18:288
  
  Newton-Raphson option is not allowed in a linear analysis when MPC184
  
  Joint elements are used.
  
  *** ERROR *** CP = 0.828 TIME= 18:288
  
  The model data was checked and there were errors found.
  
  Please check output or errors file (
  
  E:_ProjectScratchScr9AADfile0.err ) for messages.
  
  NUMBER OF WARNING MESSAGES ENCOUNTERED= 2
  
  NUMBER OF ERROR MESSAGES ENCOUNTERED= 2
  
  ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****
  
  +
  D I S T R I B U T E D A N S Y S S T A T I S T I C S
  +
  
  Release: Release 18.1 Build: 18.1 Update: UP20170403 Platform: WINDOWS x64
  
  Date Run: 01/05/2020 Time: 18:28 Process ID: 5440
  
  Operating System: Windows 8.1 (Build: 9600)
  
  Processor Model: Intel(R) Core(TM) i3-4010U CPU @ 1.70GHz
  
  Compiler: Intel(R) FORTRAN Compiler Version 15.0.7 (Build: 20160518)
  
  Intel(R) C/C++ Compiler Version 15.0.7 (Build: 20160518)
  
  Intel(R) Math Kernel Library Version 11.3.3 Product Build 20160413
  
  Number of machines requested : 1
  
  Total number of cores available : 4
  
  Number of physical cores available : 2
  
  Number of processes requested : 2
  
  Number of threads per process requested : 1
  
  Total number of cores requested : 2 (Distributed Memory Parallel)
  
  MPI Type: INTELMPI
  
  MPI Version: Intel(R) MPI Library 5.1.3 for Windows* OS
  
  GPU Acceleration: Not Requested
  
  Job Name: file0
  
  Input File: dummy.dat
  
  Core Machine Name Working Directory
  
  0 Asim E:_ProjectScratchScr9AAD
  
  1 Asim E:_ProjectScratchScr9AAD
  
  Latency time from master to core 1 = 2.400 microseconds
  
  Communication speed from master to core 1 = 1799.76 MB/sec
  
  Total CPU time for main thread : 0.8 seconds
  
  Total CPU time summed for all threads : 1.4 seconds
  
  Elapsed time spent pre-processing model (/PREP7) : 0.1 seconds
  
  Elapsed time spent solution - preprocessing : 0.0 seconds
  
  Elapsed time spent computing solution : 0.0 seconds
  
  Elapsed time spent solution - postprocessing : 0.0 seconds
  
  Elapsed time spent post-processing model (/POST1) : 0.0 seconds
  
  Maximum total memory used : 37.0 MB
  
  Maximum total memory allocated : 3136.0 MB
  
  Total physical memory available : 4 GB
  
  +
  E N D D I S T R I B U T E D A N S Y S S T A T I S T I C S
  +
  
  *
  *
  
  | |
  
  | DISTRIBUTED ANSYS RUN COMPLETED |
  
  | |
  
  |
  |
  
  | |
  
  | Ansys Release 18.1 Build 18.1 UP20170403 WINDOWS x64 |
  
  | |
  
  |
  |
  
  | |
  
  | Database Requested(-db) 1024 MB Scratch Memory Requested 1024 MB |
  
  | Maximum Database Used 4 MB Maximum Scratch Memory Used 28 MB |
  
  | |
  
  |
  |
  
  | |
  
  | CP Time (sec) = 1.375 Time = 18:28:43 |
  
  | Elapsed Time (sec) = 7.000 Date = 01/05/2020 |
  
  | |
  
  *
  *
- May 6, 2020 at 4:49 am
  
  Taurus
  Subscriber
  
  Does this helps???
- May 6, 2020 at 11:45 am
  
  Taurus
  Subscriber
  
  Please help me out because my work has been stopped and I have to deliver some urgent project.
- May 6, 2020 at 12:14 pm
  
  peteroznewman
  Subscriber
  
  The error is:
  
  Newton-Raphson option is not allowed in a linear analysis when MPC184 Joint elements are used.
  
  Did you turn on the Newton-Raphson option? Try turning it off.
- May 6, 2020 at 1:03 pm
  
  Taurus
  Subscriber
  
  No sir, I didn't turn it on but I will check and turn it off. Can you tell me where I can turn it off?
- May 6, 2020 at 1:04 pm
  
  Taurus
  Subscriber
  
  I am also not able to solve any project because there's some kind of error that pops up. I am not able to solve static structural or modal analysis, etc.
- May 7, 2020 at 9:43 am
  
  Taurus
  Subscriber
  
  ***** ANSYS COMMAND LINE ARGUMENTS *****
  BATCH MODE REQUESTED (-b)    = NOLIST
  INPUT FILE COPY MODE (-c)    = COPY
  DISTRIBUTED MEMORY PARALLEL REQUESTED
         2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
      TOTAL OF     2 CORES REQUESTED
  DESIGNXPLORER REQUESTED
  INPUT FILE NAME              = C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_628_2_ProjectScratchScr42BBdummy.dat
  OUTPUT FILE NAME             = C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_628_2_ProjectScratchScr42BBsolve.out
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD
  
  RELEASE= 2019 R3              BUILD= 19.5      UP20190805   VERSION=WINDOWS x64
  CURRENT JOBNAME=file0 15:04:14 MAY 07, 2020 CP=      0.234
  
  *** FATAL ***                           CP =       0.234   TIME= 15:04:15
  The memory (-m) size requested [2112 mb] is not currently available on
  one of the other Distributed ANSYS processes. Reenter ANSYS command
  line with less memory requested.
  
  ************************************************************************
  The above error is non-recoverable by ANSYS
  ANSYS run terminated by the indicated error
  Current data base saved if possible.
  ************************************************************************
  
  +
  D I S T R I B U T E D   A N S Y S   S T A T I S T I C S
  +
  
  Release: 2019 R3            Build: 19.5       Update: UP20190805   Platform: WINDOWS x64
  Date Run: 05/07/2020   Time: 15:04     Process ID: 3836
  Operating System: Windows 8.1 (Build: 9600)
  
  Processor Model: Intel(R) Core(TM) i5-4210U CPU @ 1.70GHz
  
  Compiler: Intel(R) FORTRAN Compiler Version 17.0.6 (Build: 20171215)
            Intel(R) C/C++ Compiler Version 17.0.6 (Build: 20171215)
            Intel(R) Math Kernel Library Version 2017.0.3 Product Build 20170413
  
  Number of processes requested           :    2
  Number of threads per process requested :    1
  Total number of cores requested         :    2 (Distributed Memory Parallel)
  MPI Type: INTELMPI
  MPI Version: Intel(R) MPI Library 2018 Update 3 for Windows* OS
  
  GPU Acceleration: Not Requested
  
  Job Name: file0
  Input File: dummy.dat
  
  Core                Machine Name   Working Directory
  
       0                     Shahzad   C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_628_2_ProjectScratchScr42BB
       1                     Shahzad   C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_628_2_ProjectScratchScr42BB
  
  Total CPU time for main thread                    :        0.4 seconds
  Total CPU time summed for all threads             :        0.2 seconds
  
  Elapsed time spent pre-processing model (/PREP7) :        0.0 seconds
  Elapsed time spent solution - preprocessing       :        0.0 seconds
  Elapsed time spent computing solution             :        0.0 seconds
  Elapsed time spent solution - postprocessing      :        0.0 seconds
  Elapsed time spent post-processing model (/POST1) :        0.0 seconds
  
  +
  E N D   D I S T R I B U T E D   A N S Y S   S T A T I S T I C S
  +
  
  *
  *
  |                                                                           |
  |                       DISTRIBUTED ANSYS RUN COMPLETED                     |
  |                                                                           |
  |
  |
  |                                                                           |
  | Ansys 2019 R3               Build 19.5         UP20190805     WINDOWS x64 |
  |                                                                           |
  |
  |
  |                                                                           |
  | Database Requested(-db) 1024 MB    Scratch Memory Requested      1024 MB |
  | Maximum Database Used       1 MB    Maximum Scratch Memory Used      1 MB |
  |                                                                           |
  |
  |
  |                                                                           |
  |        CP Time      (sec) =          0.234       Time = 15:04:16        |
  |        Elapsed Time (sec) =          4.000       Date = 05/07/2020      |
  |                                                                           |
  *
  *
  
  ERROR: Slave process(es) with rank(s) 1 have encountered a FATAL error.
  The information below was gathered from the file*.out output file(s).
  Please review the slave process output file(s) listed below for more
  details on this error.
  
  Slave Process Output File .file1.out:
  
  *** FATAL ***                           CP =       0.094   TIME= 15:04:15
  The memory (-m) size requested [1024 mb] is not currently available.
  Reenter ANSYS command line with less memory requested.
- May 7, 2020 at 9:45 am
  
  Taurus
  Subscriber
  
  Unable to perform Modal Analysis. Please help me to sort this out.
- May 7, 2020 at 12:48 pm
  
  Taurus
  Subscriber
  
  I really need to get this done, please help.
- May 8, 2020 at 9:45 am
  
  Taurus
  Subscriber
  
  ***** ANSYS COMMAND LINE ARGUMENTS *****
  
  BATCH MODE REQUESTED (-b)    = NOLIST
  INPUT FILE COPY MODE (-c)    = COPY
  DISTRIBUTED MEMORY PARALLEL REQUESTED
         2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
      TOTAL OF     2 CORES REQUESTED
  DESIGNXPLORER REQUESTED
  INPUT FILE NAME              = C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_1712_2_ProjectScratchScr2567dummy.dat
  OUTPUT FILE NAME             = C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_1712_2_ProjectScratchScr2567solve.out
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD
  
  RELEASE= 2019 R3              BUILD= 19.5      UP20190805   VERSION=WINDOWS x64
  CURRENT JOBNAME=file0 15:13:59 MAY 08, 2020 CP=      0.219
  
  *** FATAL ***                           CP =       0.219   TIME= 15:13:59
  The memory (-m) size requested [2112 mb] is not currently available.
  Reenter ANSYS command line with less memory requested.
  
  ************************************************************************
  The above error is non-recoverable by ANSYS
  ANSYS run terminated by the indicated error
  Current data base saved if possible.
  ************************************************************************
  
  +
  D I S T R I B U T E D   A N S Y S   S T A T I S T I C S
  +
  
  Release: 2019 R3            Build: 19.5       Update: UP20190805   Platform: WINDOWS x64
  Date Run: 05/08/2020   Time: 15:13     Process ID: 5608
  Operating System: Windows 8.1 (Build: 9600)
  
  Processor Model: Intel(R) Core(TM) i5-4210U CPU @ 1.70GHz
  
  Compiler: Intel(R) FORTRAN Compiler Version 17.0.6 (Build: 20171215)
            Intel(R) C/C++ Compiler Version 17.0.6 (Build: 20171215)
            Intel(R) Math Kernel Library Version 2017.0.3 Product Build 20170413
  
  Number of processes requested           :    2
  Number of threads per process requested :    1
  Total number of cores requested         :    2 (Distributed Memory Parallel)
  MPI Type: INTELMPI
  MPI Version: Intel(R) MPI Library 2018 Update 3 for Windows* OS
  
  GPU Acceleration: Not Requested
  
  Job Name: file0
  Input File: dummy.dat
  
  Core                Machine Name   Working Directory
  
       0                     Shahzad   C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_1712_2_ProjectScratchScr2567
       1                     Shahzad   C:UsersShahzad aliAppDataLocalTempWB_SHAHZAD_Shahzad_1712_2_ProjectScratchScr2567
  
  Total CPU time for main thread                    :        0.4 seconds
  Total CPU time summed for all threads             :        0.2 seconds
  
  Elapsed time spent pre-processing model (/PREP7) :        0.0 seconds
  Elapsed time spent solution - preprocessing       :        0.0 seconds
  Elapsed time spent computing solution             :        0.0 seconds
  Elapsed time spent solution - postprocessing      :        0.0 seconds
  Elapsed time spent post-processing model (/POST1) :        0.0 seconds
  
  +
  E N D   D I S T R I B U T E D   A N S Y S   S T A T I S T I C S
  +
  
  *
  *
  |                                                                           |
  |                       DISTRIBUTED ANSYS RUN COMPLETED                     |
  |                                                                           |
  |
  |
  |                                                                           |
  | Ansys 2019 R3               Build 19.5         UP20190805     WINDOWS x64 |
  |                                                                           |
  |
  |
  |                                                                           |
  | Database Requested(-db) 1024 MB    Scratch Memory Requested      1024 MB |
  | Maximum Database Used       1 MB    Maximum Scratch Memory Used      1 MB |
  |                                                                           |
  |
  |
  |                                                                           |
  |        CP Time      (sec) =          0.234       Time = 15:13:59        |
  |        Elapsed Time (sec) =          2.000       Date = 05/08/2020      |
  |                                                                           |
  *
  *
  
  ERROR: Slave process(es) with rank(s) 1 have encountered a FATAL error.
  The information below was gathered from the file*.out output file(s).
  Please review the slave process output file(s) listed below for more
  details on this error.
  
  Slave Process Output File .file1.out:
  
  *** FATAL ***                           CP =       0.141   TIME= 15:13:59
  The memory (-m) size requested [1024 mb] is not currently available on
  one of the other Distributed ANSYS processes. Reenter ANSYS command
  line with less memory requested.
- May 8, 2020 at 9:46 am
  
  Taurus
  Subscriber
  
  I re-installed Ansys to see if it solves the issue but now I get this error and my Newton-Raphson option is on program-controlled.
- May 8, 2020 at 4:40 pm
  
  mrife
  Ansys Employee
  
  Taurus
  
  The prior output file indicates that the system has only 4 GB of real memory. That is an very low amount. With the OS, Workbench, and Mechanical open it looks like there is not enough available memory to start with the default memory settings of 2GB for the solution (1 GB of that 2GB is set aside for the solver database). Please use the task manager to find the available amount of memory. Let's say that is 1 GB. In Mechanical use File -> Solve Process Settings;. in the Solve Process Settings select the My Computer, then Advanced button. In the Advanced Settings check on the 'Manually specify Mechanical APDL solver memory settings' and set the Workspace to 1000 MB, and the Database to 100 MB. Also uncheck the Distribute Solution box. Ok your way out of the advanced and solve process settings windows. Then solve....what happens?
- May 9, 2020 at 10:29 am
  
  Taurus
  Subscriber
  
  Thank you so much!! This solution did work for me, now I can solve my models
- October 24, 2022 at 1:04 am
  
  yuriporto
  Subscriber
  
  Hi Mike! I have the same problem, I tried to do what you said but it didn't work. My Ansys is 16.2. My computer config is:
  -AMD Ryzen 5 4600H with Radeon Graphics 3.00 GHz
  -16.0 GB (utilizável: 15.4 GB)
  -GTX 1650 (4gb)
  This is my log file:
  PLEASE, HELP!
  _____________________________________________________
  Release 16.2
  
  Point Releases and Patches installed:
  
  ANSYS, Inc. Products Release 16.2
  ANSYS Mechanical Products Release 16.2
  ANSYS Customization Files for User Programmable Features Release 16.2
  ANSYS Autodyn Release 16.2
  ANSYS LS-DYNA Release 16.2
  ANSYS Composite PrepPost Release 16.2
  Catia, Version 6 Release 16.2
  ANSYS, Inc. License Manager Release 16.2
  
  ***** ANSYS COMMAND LINE ARGUMENTS *****
  BATCH MODE REQUESTED (-b) = NOLIST
  INPUT FILE COPY MODE (-c) = COPY
  SHARED MEMORY PARALLEL REQUESTED
  SINGLE PROCESS WITH 2 THREADS REQUESTED
  TOTAL OF 2 CORES REQUESTED
  MEMORY REQUESTED (MB) = 1000
  START-UP FILE MODE = NOREAD
  STOP FILE MODE = NOREAD
  DATABASE SIZE REQUESTED (MB) = 100
  
  RELEASE= Release 16.2 BUILD= 16.2 UP20150629 VERSION=WINDOWS x64
  CURRENT JOBNAME=file 21:57:56 OCT 23, 2022 CP= 1.297
  
  PARAMETER _DS_PROGRESS = 999.0000000
  
  /INPUT FILE= ds.dat LINE= 0
  
  DO NOT WRITE ELEMENT RESULTS INTO DATABASE
  
  *GET _WALLSTRT FROM ACTI ITEM=TIME WALL VALUE= 21.9655556
  
  TITLE=
  Montagem Guia de Palete Final Completa R0--Static Structural (A5)
  
  ACT Extensions:
  
  SET PARAMETER DIMENSIONS ON _WB_PROJECTSCRATCH_DIR
  TYPE=STRI DIMENSIONS= 248 1 1
  
  PARAMETER _WB_PROJECTSCRATCH_DIR(1) = C:\Users\yurip\OneDrive\PROJETOS\CE-PR-22-333 - GUIA PARA APOIO DE PALETES\2 - ELABORACAO\_ProjectScratch\Scr9E74\
  
  SET PARAMETER DIMENSIONS ON _WB_SOLVERFILES_DIR
  TYPE=STRI DIMENSIONS= 248 1 1
  
  PARAMETER _WB_SOLVERFILES_DIR(1) = C:\Users\yurip\OneDrive\PROJETOS\CE-PR-22-333 - GUIA PARA APOIO DE PALETES\2 - ELABORACAO\Montagem Guia de Palete Final Completa R0_files\dp0\SYS\MECH\
  
  SET PARAMETER DIMENSIONS ON _WB_USERFILES_DIR
  TYPE=STRI DIMENSIONS= 248 1 1
  
  PARAMETER _WB_USERFILES_DIR(1) = C:\Users\yurip\OneDrive\PROJETOS\CE-PR-22-333 - GUIA PARA APOIO DE PALETES\2 - ELABORACAO\Montagem Guia de Palete Final Completa R0_files\user_files\
  --- 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
  
  *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 16.2 16.2 ***
  ANSYS Multiphysics
  00000000 VERSION=WINDOWS x64 21:57:56 OCT 23, 2022 CP= 1.406
  
  Montagem Guia de Palete Final Completa R0--Static Structural (A5)
  
  ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
  *********** Nodes for the whole assembly ***********
  *********** Elements for Body 1 "Longarina" ***********
  *********** Elements for Body 2 "Longarina" ***********
  *********** Elements for Body 3 "Garra 2" ***********
  *********** Elements for Body 4 "Garra 2" ***********
  *********** Elements for Body 5 "Chapa Refore7o" ***********
  *********** Elements for Body 6 "Chapa Refore7o" ***********
  *********** Elements for Body 7 "Chapa Principal" ***********
  *********** Send User Defined Coordinate System(s) ***********
  *********** Set Reference Temperature ***********
  *********** Send Materials ***********
  *********** Create Contact "Contact Region" ***********
  Real Constant Set For Above Contact Is 10 & 9
  *********** Create Contact "Contact Region 2" ***********
  Real Constant Set For Above Contact Is 12 & 11
  *********** Create Contact "Contact Region 3" ***********
  Real Constant Set For Above Contact Is 14 & 13
  *********** Create Contact "Contact Region 4" ***********
  Real Constant Set For Above Contact Is 16 & 15
  *********** Create Contact "Contact Region 5" ***********
  Real Constant Set For Above Contact Is 18 & 17
  *********** Create Contact "Contact Region 6" ***********
  Real Constant Set For Above Contact Is 20 & 19
  *********** Create Remote Point "Internal Remote Point" ***********
  *********** Create Remote Point "Internal Remote Point 2" ***********
  *********** Create Remote Point "Internal Remote Point 3" ***********
  *********** Construct Remote Force Using RBE3/CERIG Contact ***********
  *********** Construct Remote Displacement Using RBE3/CERIG Contact ***********
  *********** Construct Remote Displacement Using RBE3/CERIG Contact ***********
  *** Create a component for all remote displacements ***
  
  ***** ROUTINE COMPLETED ***** CP = 2.031
  
  --- Number of total nodes = 49084
  --- Number of contact elements = 9789
  --- Number of spring elements = 0
  --- Number of bearing elements = 0
  --- Number of solid elements = 18145
  --- Number of total elements = 27937
  
  *GET _WALLBSOL FROM ACTI ITEM=TIME WALL VALUE= 21.9655556
  ****************************************************************************
  ************************* SOLUTION ********************************
  ****************************************************************************
  
  ***** ANSYS SOLUTION ROUTINE *****
  
  PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS
  
  USE A MAXIMUM OF 1 EQUILIBRIUM ITERATIONS EACH SUBSTEP
  
  *** WARNING *** CP = 2.062 TIME= 21:57:56
  Using 1 iteration per substep may result in unconverged solutions for
  nonlinear analysis and the program may not indicate divergence in this
  case. Check your results.
  
  DO NOT USE PREDICTOR METHOD FOR ALL DEGREES OF FREEDOM
  
  USE SPARSE MATRIX DIRECT SOLVER
  
  CONTACT INFORMATION PRINTOUT LEVEL 1
  
  NLDIAG: Nonlinear diagnostics CONT option is set to ON.
  Writing frequency : each ITERATION.
  
  DO NOT SAVE ANY RESTART FILES AT ALL
  ****************************************************
  ******************* SOLVE FOR LS 1 ****************
  
  SELECT FOR ITEM=NODE COMPONENT=
  IN RANGE 49084 TO 49084 STEP 1
  
  1 NODES (OF 49084 DEFINED) SELECTED BY NSEL COMMAND.
  
  SPECIFIED NODAL LOAD FX FOR SELECTED NODES 1 TO 49084 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI86X
  
  SPECIFIED NODAL LOAD FY FOR SELECTED NODES 1 TO 49084 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI86Y
  
  SPECIFIED NODAL LOAD FZ FOR SELECTED NODES 1 TO 49084 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI86Z
  
  ALL SELECT FOR ITEM=NODE COMPONENT=
  IN RANGE 1 TO 49084 STEP 1
  
  49084 NODES (OF 49084 DEFINED) SELECTED BY NSEL COMMAND.
  
  SPECIFIED CONSTRAINT UX FOR SELECTED NODES 49082 TO 49082 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI67UX
  
  SPECIFIED CONSTRAINT UY FOR SELECTED NODES 49082 TO 49082 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI67UY
  
  SPECIFIED CONSTRAINT UZ FOR SELECTED NODES 49082 TO 49082 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI67UZ
  
  SPECIFIED CONSTRAINT UX FOR SELECTED NODES 49083 TO 49083 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI70UX
  
  SPECIFIED CONSTRAINT UY FOR SELECTED NODES 49083 TO 49083 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI70UY
  
  SPECIFIED CONSTRAINT UZ FOR SELECTED NODES 49083 TO 49083 BY 1
  SET ACCORDING TO TABLE PARAMETER = _LOADVARI70UZ
  *********** Create Acceleration ***********
  
  SET PARAMETER DIMENSIONS ON _ACELX TYPE=TABL DIMENSIONS= 2 1 1
  TIME
  
  PARAMETER _ACELX(1,0,1) = 0.000000000
  
  PARAMETER _ACELX(2,0,1) = 1.000000000
  
  PARAMETER _ACELX(1,1,1) = 0.000000000
  
  PARAMETER _ACELX(2,1,1) = 0.000000000
  
  SET PARAMETER DIMENSIONS ON _ACELY TYPE=TABL DIMENSIONS= 2 1 1
  TIME
  
  PARAMETER _ACELY(1,0,1) = 0.000000000
  
  PARAMETER _ACELY(2,0,1) = 1.000000000
  
  PARAMETER _ACELY(1,1,1) = 0.000000000
  
  PARAMETER _ACELY(2,1,1) = 9806.650000
  
  SET PARAMETER DIMENSIONS ON _ACELZ TYPE=TABL DIMENSIONS= 2 1 1
  TIME
  
  PARAMETER _ACELZ(1,0,1) = 0.000000000
  
  PARAMETER _ACELZ(2,0,1) = 1.000000000
  
  PARAMETER _ACELZ(1,1,1) = 0.000000000
  
  PARAMETER _ACELZ(2,1,1) = 0.000000000
  
  ACELX IS SET ACCORDING TO TABLE PARAMETER = _ACELX
  ACELY IS SET ACCORDING TO TABLE PARAMETER = _ACELY
  ACELZ IS SET ACCORDING TO TABLE PARAMETER = _ACELZ
  
  PRINTOUT RESUMED BY /GOP
  
  USE 1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM
  FOR AUTOMATIC TIME STEPPING:
  USE 1 SUBSTEPS AS A MAXIMUM
  USE 1 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 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
  
  NONLINEAR STABILIZATION CONTROL:
  KEY=OFF
  
  *GET ANSINTER_ FROM ACTI ITEM=INT VALUE= 0.00000000
  
  *IF ANSINTER_ ( = 0.00000 ) NE
  0 ( = 0.00000 ) THEN
  
  *ENDIF
  
  ***** ANSYS SOLVE COMMAND *****
  
  *** WARNING *** CP = 2.062 TIME= 21:57:56
  Element shape checking is currently inactive. Issue SHPP,ON or
  SHPP,WARN to reactivate, if desired.
  
  *** NOTE *** CP = 2.156 TIME= 21:57:56
  The model data was checked and warning messages were found.
  Please review output or errors file (
  C:\Users\yurip\OneDrive\PROJETOS\CE-PR-22-333 - GUIA PARA APOIO DE
  PALETES\2 - ELABORACAO\_ProjectScratch\Scr9E74\file.err ) for these
  warning messages.
  
  *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***
  --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS ---
  
  ELEMENT TYPE 1 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0
  
  ELEMENT TYPE 2 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0
  
  ELEMENT TYPE 3 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
  HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.
  
  ELEMENT TYPE 4 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
  HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.
  
  ELEMENT TYPE 5 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0
  
  ELEMENT TYPE 6 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0
  
  ELEMENT TYPE 7 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
  HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.
  
  ELEMENT TYPE 8 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)= 0 0 0 0 0 0 0 0 0 0 0 0
  
  *** ANSYS - ENGINEERING ANALYSIS SYSTEM RELEASE Release 16.2 16.2 ***
  ANSYS Multiphysics
  00000000 VERSION=WINDOWS x64 21:57:56 OCT 23, 2022 CP= 2.156
  
  Montagem Guia de Palete Final Completa R0--Static Structural (A5)
  
  S O L U T I O N O P T I O N S
  
  PROBLEM DIMENSIONALITY. . . . . . . . . . . . .3-D
  DEGREES OF FREEDOM. . . . . . UX UY UZ ROTX ROTY ROTZ
  ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
  OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . . 273.15
  EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE
  NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN
  GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC
  
  *** WARNING *** CP = 2.219 TIME= 21:57:56
  Material number 10 (used by element 18149 ) should normally have at
  least one MP or one TB type command associated with it. Output of
  energy by material may not be available.
  
  *** NOTE *** CP = 2.312 TIME= 21:57:57
  The step data was checked and warning messages were found.
  Please review output or errors file (
  C:\Users\yurip\OneDrive\PROJETOS\CE-PR-22-333 - GUIA PARA APOIO DE
  PALETES\2 - ELABORACAO\_ProjectScratch\Scr9E74\file.err ) for these
  warning messages.
  
  *** NOTE *** CP = 2.312 TIME= 21:57:57
  This nonlinear analysis defaults to using the full Newton-Raphson
  solution procedure. This can be modified using the NROPT command.
  
  *** NOTE *** CP = 2.312 TIME= 21:57:57
  The conditions for direct assembly have been met. No .emat or .erot
  files will be produced.
  
  *** NOTE *** CP = 2.406 TIME= 21:57:57
  Internal nodes from 49085 to 49087 are created.
  3 internal nodes are used for handling degrees of freedom on pilot
  nodes of rigid target surfaces.
  
  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 . . . . . . . . . 1
  MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1
  MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 1
  MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 1
  STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO
  TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)
  CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
  INERTIA LOADS X Y Z
  ACEL . . . . . . . . . . . ._ACELX _ACELY _ACELZ
  PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
  DATABASE OUTPUT CONTROLS
  ITEM FREQUENCY COMPONENT
  ALL NONE
  NSOL ALL
  RSOL ALL
  STRS ALL
  EPEL ALL
  EPPL ALL
  
  SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr
  
  *** WARNING *** CP = 3.312 TIME= 21:57:57
  Node 32379 connects both contact element 25181 and target element
  25272. Please check the model carefully.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  It is highly recommended to use the auto contact setting option by
  issuing CNCHECK,AUTO command for this problem in order to achieve
  better convergence.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 9 and contact element type 9 has been set up. The
  companion pair has real constant set ID 10. Both pairs should have
  the same behavior.
  ANSYS will deactivate the current pair and keep its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.12596E+08
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.26875
  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 0.44792E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 8.9584
  Average contact pair depth 2.6875
  Default pinball region factor PINB 0.25000
  The resulting pinball region 0.67188
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 1.421085472E-14 was detected between contact
  element 18802 and target element 20006.
  
  Max. Geometric gap 0.787994813 has been detected between contact
  element 18910 and target element 20435.
  *WARNING*: The geometric gap/penetration is larger than the pair based
  pinball. Please verify the pinball radius carefully.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 10 and contact element type 9 has been set up. The
  companion pair has real constant set ID 9. Both pairs should have the
  same behavior.
  ANSYS will keep the current pair and deactivate its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.12596E+08
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.31756
  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 0.45948E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 9.1896
  Average contact pair depth 3.1756
  Default pinball region factor PINB 0.25000
  The resulting pinball region 0.79390
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 2.842170943E-14 was detected between contact
  element 19257 and target element 18356.
  
  Max. Geometric gap 0.806958205 has been detected between contact
  element 19792 and target element 18462.
  *WARNING*: The geometric gap/penetration is larger than the pair based
  pinball. Please verify the pinball radius carefully.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 11 and contact element type 11 has been set up. The
  companion pair has real constant set ID 12. Both pairs should have
  the same behavior.
  ANSYS will deactivate the current pair and keep its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.12638E+08
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.26875
  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 0.44792E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 8.9584
  Average contact pair depth 2.6875
  Default pinball region factor PINB 0.25000
  The resulting pinball region 0.67188
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 1.421085472E-14 was detected between contact
  element 21302 and target element 22821.
  
  Max. Geometric gap 0.787994824 has been detected between contact
  element 21241 and target element 22582.
  *WARNING*: The geometric gap/penetration is larger than the pair based
  pinball. Please verify the pinball radius carefully.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 12 and contact element type 11 has been set up. The
  companion pair has real constant set ID 11. Both pairs should have
  the same behavior.
  ANSYS will keep the current pair and deactivate its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.12638E+08
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.31650
  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 0.45945E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 9.1890
  Average contact pair depth 3.1650
  Default pinball region factor PINB 0.25000
  The resulting pinball region 0.79125
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 1.421085472E-14 was detected between contact
  element 21979 and target element 20850.
  
  Max. Geometric gap 0.806958096 has been detected between contact
  element 21918 and target element 20732.
  *WARNING*: The geometric gap/penetration is larger than the pair based
  pinball. Please verify the pinball radius carefully.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 13 and contact element type 13 has been set up. The
  companion pair has real constant set ID 14. Both pairs should have
  the same behavior.
  ANSYS will keep the current pair and deactivate its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.96877E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.36452
  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 0.39399E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 7.8798
  Average contact pair depth 3.6452
  Default pinball region factor PINB 0.25000
  The resulting pinball region 0.91131
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 4.29173E-03 was detected between contact
  element 23374 and target element 23989.
  You may move entire target surface by : x= 0, y= 4.29173E-03, z= 0,to
  reduce initial penetration.
  
  Max. Geometric gap 5.788153707E-02 has been detected between contact
  element 23546 and target element 23997.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 14 and contact element type 13 has been set up. The
  companion pair has real constant set ID 13. Both pairs should have
  the same behavior.
  ANSYS will deactivate the current pair and keep its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.96877E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.41289
  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 0.68762E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 13.752
  Average contact pair depth 4.1289
  Default pinball region factor PINB 0.25000
  The resulting pinball region 1.0322
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 4.29173E-03 was detected between contact
  element 23825 and target element 22997.
  You may move entire target surface by : x= 4.45938946E-18, y=
  -4.29173E-03, z= 9.270350961E-18,to reduce initial penetration.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 15 and contact element type 15 has been set up. The
  companion pair has real constant set ID 16. Both pairs should have
  the same behavior.
  ANSYS will keep the current pair and deactivate its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.94878E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.36348
  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 0.39341E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 7.8683
  Average contact pair depth 3.6348
  Default pinball region factor PINB 0.25000
  The resulting pinball region 0.90869
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 4.29173E-03 was detected between contact
  element 24466 and target element 25062.
  You may move entire target surface by : x= 6.559452688E-18, y=
  4.29173E-03, z= 3.373432792E-18,to reduce initial penetration.
  
  Max. Geometric gap 5.788153707E-02 has been detected between contact
  element 24449 and target element 25029.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 16 and contact element type 15 has been set up. The
  companion pair has real constant set ID 15. Both pairs should have
  the same behavior.
  ANSYS will deactivate the current pair and keep its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.94878E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.42160
  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 0.70063E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 14.013
  Average contact pair depth 4.2160
  Default pinball region factor PINB 0.25000
  The resulting pinball region 1.0540
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Max. Initial penetration 4.29173E-03 was detected between contact
  element 24914 and target element 24099.
  You may move entire target surface by : x= -9.001925269E-18, y=
  -4.29173E-03, z= -9.270351102E-18,to reduce initial penetration.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 17 and contact element type 17 has been set up. The
  companion pair has real constant set ID 18. Both pairs should have
  the same behavior.
  ANSYS will keep the current pair and deactivate its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  *WARNING*: Certain nodes (for example 32381) are used in both contact
  and target elements. Please check your model carefully.
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.73018E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.54781
  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 0.22747E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 4.5495
  Average contact pair depth 5.4781
  Default pinball region factor PINB 0.25000
  The resulting pinball region 1.3695
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Min. Initial gap 7.069342494E-03 was detected between contact element
  25185 and target element 25263.
  The gap is closed due to initial settings.
  
  Max. Geometric gap 0.714602 has been detected between contact element
  25176 and target element 25254.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 18 and contact element type 17 has been set up. The
  companion pair has real constant set ID 17. Both pairs should have
  the same behavior.
  ANSYS will deactivate the current pair and keep its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.73018E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.45134
  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 0.74530E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 14.906
  Average contact pair depth 4.5134
  Default pinball region factor PINB 0.25000
  The resulting pinball region 1.1284
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Min. Initial gap 5.185580282E-02 was detected between contact element
  25216 and target element 25165.
  The gap is closed due to initial settings.
  
  Max. Geometric gap 0.714602 has been detected between contact element
  25204 and target element 25159.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 19 and contact element type 19 has been set up. The
  companion pair has real constant set ID 20. Both pairs should have
  the same behavior.
  ANSYS will keep the current pair and deactivate its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  *WARNING*: Certain nodes (for example 32414) are used in both contact
  and target elements. Please check your model carefully.
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.70241E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.56947
  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 0.19626E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 3.9251
  Average contact pair depth 5.6947
  Default pinball region factor PINB 0.25000
  The resulting pinball region 1.4237
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Min. Initial gap 7.069342494E-03 was detected between contact element
  25318 and target element 25398.
  The gap is closed due to initial settings.
  
  Max. Geometric gap 0.714602 has been detected between contact element
  25310 and target element 25388.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Symmetric Deformable- deformable contact pair identified by real
  constant set 20 and contact element type 19 has been set up. The
  companion pair has real constant set ID 19. Both pairs should have
  the same behavior.
  ANSYS will deactivate the current pair and keep its companion pair,
  resulting in asymmetric contact.
  Contact algorithm: Augmented Lagrange method
  Contact detection at: Gauss integration point
  Contact stiffness factor FKN 10.000
  The resulting initial contact stiffness 0.70241E+07
  Default penetration tolerance factor FTOLN 0.10000
  The resulting penetration tolerance 0.44359
  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 0.73398E-01
  Update contact stiffness at each iteration
  Default Max. friction stress TAUMAX 0.10000E+21
  Average contact surface length 14.680
  Average contact pair depth 4.4359
  Default pinball region factor PINB 0.25000
  The resulting pinball region 1.1090
  Initial penetration/gap is excluded.
  Bonded contact (always) is defined.
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Min. Initial gap 5.185580282E-02 was detected between contact element
  25352 and target element 25298.
  The gap is closed due to initial settings.
  
  Max. Geometric gap 0.714602 has been detected between contact element
  25337 and target element 25294.
  *WARNING*: The geometric gap/penetration may be too large. Increase
  pinball radius if it is a true geometric gap/penetration. Decrease
  pinball if it is a false one.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Force-distributed-surface identified by real constant set 21 and
  contact element type 21 has been set up. The pilot node 49082 is used
  to apply the force. Internal MPC will be built.
  The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ
  Please verify constraints (including rotational degrees of freedom)
  on the pilot node by yourself.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Force-distributed-surface identified by real constant set 23 and
  contact element type 23 has been set up. The pilot node 49083 is used
  to apply the force. Internal MPC will be built.
  The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ
  Please verify constraints (including rotational degrees of freedom)
  on the pilot node by yourself.
  ****************************************
  
  
  *** NOTE *** CP = 3.328 TIME= 21:57:57
  Force-distributed-surface identified by real constant set 25 and
  contact element type 25 has been set up. The pilot node 49084 is used
  to apply the force. Internal MPC will be built.
  The used degrees of freedom set is UX UY UZ ROTX ROTY ROTZ
  Please verify constraints (including rotational degrees of freedom)
  on the pilot node by yourself.
  ****************************************
  
  
  
  
  *** WARNING *** CP = 3.375 TIME= 21:57:57
  Too many nodes 4562 are included in the force-distributed-surface
  constraint identified by real constant set 25. This may greatly
  affect solver performance.
  
  The FEA model contains 0 external CE equations and 18 internal CE
  equations.
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 9
  
  *** NOTE *** CP = 6.625 TIME= 21:57:59
  Contact pair is inactive.
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 10
  Max. Penetration of -2.273736754E-13 has been detected between contact
  element 19117 and target element 18225.
  
  Max. Geometrical gap of 0.784410245 has been detected between contact
  element 19740 and target element 18427.
  *WARNING*: The geometrical gap may be too large. Increase pinball if
  it is a true geometrical gap. Decrease pinball if it is a false one.
  For total 720 contact elements, there are 671 elements are in contact.
  There are 671 elements are in sticking.
  Contacting area 23831.0436.
  Max. Pinball distance 0.79390082.
  One of the contact searching regions contains at least 14 target
  elements.
  Max. Pressure/force 2.864006054E-06.
  Max. Normal stiffness 12596031.8.
  Min. Normal stiffness 12596031.8.
  Max. Tangential stiffness 3264561.03.
  Min. Tangential stiffness 3264561.03.
  *************************************************
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 11
  
  *** NOTE *** CP = 6.625 TIME= 21:57:59
  Contact pair is inactive.
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 12
  Max. Penetration of -2.294134795E-13 has been detected between contact
  element 21938 and target element 20584.
  
  Max. Geometrical gap of 0.784410256 has been detected between contact
  element 21882 and target element 20762.
  *WARNING*: The geometrical gap may be too large. Increase pinball if
  it is a true geometrical gap. Decrease pinball if it is a false one.
  For total 720 contact elements, there are 671 elements are in contact.
  There are 671 elements are in sticking.
  Contacting area 23831.0436.
  Max. Pinball distance 0.791252789.
  One of the contact searching regions contains at least 14 target
  elements.
  Max. Pressure/force -2.900947184E-06.
  Max. Normal stiffness 12638186.1.
  Min. Normal stiffness 12638186.1.
  Max. Tangential stiffness 3264784.97.
  Min. Tangential stiffness 3264784.97.
  *************************************************
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 13
  Max. Penetration of 0 has been detected between contact element 23353
  and target element 23957.
  
  Max. Geometrical gap of 5.788153707E-02 has been detected between
  contact element 23546 and target element 23997.
  
  Max. Geometrical penetration of -4.29173E-03 has been detected between
  contact element 23546 and target element 23997.
  For total 386 contact elements, there are 284 elements are in contact.
  There are 284 elements are in sticking.
  Contacting area 6898.18847.
  Max. Pinball distance 0.911307824.
  One of the contact searching regions contains at least 19 target
  elements.
  Max. Pressure/force -2.221325207E-06.
  Max. Normal stiffness 9687721.26.
  Min. Normal stiffness 9687721.26.
  Max. Tangential stiffness 3361208.15.
  Min. Tangential stiffness 3361208.15.
  *************************************************
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 14
  
  *** NOTE *** CP = 6.625 TIME= 21:57:59
  Contact pair is inactive.
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 15
  Max. Penetration of -1.146464231E-13 has been detected between contact
  element 24654 and target element 25123.
  
  Max. Geometrical gap of 5.788153707E-02 has been detected between
  contact element 24449 and target element 25029.
  
  Max. Geometrical penetration of -4.29173E-03 has been detected between
  contact element 24449 and target element 25029.
  For total 386 contact elements, there are 284 elements are in contact.
  There are 284 elements are in sticking.
  Contacting area 6898.18847.
  Max. Pinball distance 0.908688416.
  One of the contact searching regions contains at least 14 target
  elements.
  Max. Pressure/force -2.176620157E-06.
  Max. Normal stiffness 9487760.36.
  Min. Normal stiffness 9487760.36.
  Max. Tangential stiffness 3287159.51.
  Min. Tangential stiffness 3287159.51.
  *************************************************
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 16
  
  *** NOTE *** CP = 6.625 TIME= 21:57:59
  Contact pair is inactive.
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 17
  Max. Penetration of -1.136868377E-13 has been detected between contact
  element 25172 and target element 25241.
  
  Max. Geometrical gap of 1.09706984 has been detected between contact
  element 25187 and target element 25262.
  *WARNING*: The geometrical gap may be too large. Increase pinball if
  it is a true geometrical gap. Decrease pinball if it is a false one.
  For total 20 contact elements, there are 20 elements are in contact.
  There are 20 elements are in sticking.
  Contacting area 294.849401.
  Max. Pinball distance 1.3695207.
  One of the contact searching regions contains at least 17 target
  elements.
  Max. Pressure/force -2.174898095E-06.
  Max. Normal stiffness 7301824.64.
  Min. Normal stiffness 7301824.64.
  Max. Tangential stiffness 6594178.43.
  Min. Tangential stiffness 6594178.43.
  *************************************************
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 18
  
  *** NOTE *** CP = 6.625 TIME= 21:57:59
  Contact pair is inactive.
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 19
  Max. Penetration of -2.978567964E-13 has been detected between contact
  element 25316 and target element 25397.
  
  Max. Geometrical gap of 1.09706984 has been detected between contact
  element 25316 and target element 25397.
  *WARNING*: The geometrical gap may be too large. Increase pinball if
  it is a true geometrical gap. Decrease pinball if it is a false one.
  For total 20 contact elements, there are 20 elements are in contact.
  There are 20 elements are in sticking.
  Contacting area 294.849401.
  Max. Pinball distance 1.4236775.
  One of the contact searching regions contains at least 19 target
  elements.
  Max. Pressure/force 2.092164814E-06.
  Max. Normal stiffness 7024062.7.
  Min. Normal stiffness 7024062.7.
  Max. Tangential stiffness 7643024.4.
  Min. Tangential stiffness 7643024.4.
  *************************************************
  
  *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET 20
  
  *** NOTE *** CP = 6.625 TIME= 21:57:59
  Contact pair is inactive.
  
  *********** PRECISE MASS SUMMARY ***********
  
  TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
  Translational mass | Coupled translational/rotational mass
  0.81773E-02 0.0000 0.0000 | 0.0000 -0.27255 -0.34260
  0.0000 0.81773E-02 0.0000 | 0.27255 0.0000 -8.1713
  0.0000 0.0000 0.81773E-02 | 0.34260 8.1713 0.0000
  ------------------------------------------ | ------------------------------------------
  | Rotational mass (inertia)
  | 1478.1 342.56 -272.34
  | 342.56 9643.7 11.420
  | -272.34 11.420 8216.8
  
  TOTAL MASS = 0.81773E-02
  The mass principal axes coincide with the global Cartesian axes
  
  CENTER OF MASS (X,Y,Z)= -999.27 41.896 -33.330
  
  TOTAL INERTIA ABOUT CENTER OF MASS
  1454.7 0.21538 0.11299E-01
  0.21538 1469.3 0.10823E-02
  0.11299E-01 0.10823E-02 37.109
  The inertia principal axes coincide with the global Cartesian axes
  
  *** MASS SUMMARY BY ELEMENT TYPE ***
  
  TYPE MASS
  1 0.107837E-02
  2 0.107836E-02
  3 0.900226E-03
  4 0.900314E-03
  5 0.166128E-03
  6 0.166128E-03
  7 0.388323E-02
  8 0.449020E-05
  
  Range of element maximum matrix coefficients in global coordinates
  Maximum = 525369676 at element 21624.
  Minimum = 294576.651 at element 17506.
  
  *** ELEMENT MATRIX FORMULATION TIMES
  TYPE NUMBER ENAME TOTAL CP AVE CP
  
  1 1104 SOLID186 0.438 0.000396
  2 1104 SOLID186 0.562 0.000510
  3 4071 SOLID187 0.781 0.000192
  4 4099 SOLID187 0.812 0.000198
  5 74 SOLID186 0.062 0.000845
  6 66 SOLID186 0.062 0.000947
  7 7595 SOLID187 1.672 0.000220
  8 32 SOLID186 0.000 0.000000
  9 1204 CONTA174 0.281 0.000234
  10 1204 TARGE170 0.031 0.000026
  11 1204 CONTA174 0.250 0.000208
  12 1204 TARGE170 0.031 0.000026
  13 548 CONTA174 0.062 0.000114
  14 548 TARGE170 0.000 0.000000
  15 544 CONTA174 0.094 0.000172
  16 544 TARGE170 0.000 0.000000
  17 67 CONTA174 0.000 0.000000
  18 67 TARGE170 0.000 0.000000
  19 66 CONTA174 0.000 0.000000
  20 66 TARGE170 0.000 0.000000
  21 160 CONTA174 0.031 0.000195
  22 1 TARGE170 0.000 0.000000
  23 176 CONTA174 0.000 0.000000
  24 1 TARGE170 0.000 0.000000
  25 2187 CONTA174 0.078 0.000036
  26 1 TARGE170 0.000 0.000000
  Time at end of element matrix formulation CP = 6.625.
  FORCE CONVERGENCE VALUE = 88.94 CRITERION= 0.4538
  
  SPARSE MATRIX DIRECT SOLVER.
  Number of equations = 147237, Maximum wavefront = 3858
  
  *** NOTE *** CP = 8.125 TIME= 21:58:00
  The initial memory allocation (-m) has been exceeded.
  Supplemental memory allocations are being used.
  Memory allocated for solver = 1353.781 MB
  Memory required for in-core = 767.499 MB
  Memory required for out-of-core = 136.060 MB
  
  *** NOTE *** CP = 10.203 TIME= 21:58:02
  The 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.
- June 15, 2023 at 10:48 am
  
  Tylor Smith
  Subscriber
  
  I have got rid of the problem by trying SFC scan.

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