georgia.stuart
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Transient Structural:

 Ansys Mechanical Enterprise Academic Research     


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          *****  ANSYS 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
  MPI OPTION                   = OPENMPI 
  INPUT FILE NAME              = /home/gks090020/_ProjectScratch/ScrF00E/dummy.dat
  OUTPUT FILE NAME             = /home/gks090020/_ProjectScratch/ScrF00E/solve.out
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD
  CONNECTION TO COUPLING SERVER REQUESTED
    SYSTEM NAME                = Solution 1
    HOST NAME                  = compute-15
    SERVER PORT REQUESTED      = 58765       

 RELEASE= 2022 R1              BUILD= 22.1      UP20211129   VERSION=LINUX x64   
 CURRENT JOBNAME=file0  15:43:43  SEP 06, 2022 CP=      0.358


MAPDL is connecting to the system coupling service on compute-15 through port  58765 ...
   ... connected

 PARAMETER _DS_PROGRESS =     999.0000000    

 /INPUT FILE= ds.dat  LINE=       0




 *** NOTE ***                            CP =       0.528   TIME= 15:44:08
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS          
 solution.  Command is ignored.                                          

 *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  15.7355556    

 TITLE= 
 Testfortitan1--Transient (B5)                                                 

  ACT Extensions:
      LSDYNA, 2021.1
      5f463412-bd3e-484b-87e7-cbc0a665e474, wbex
  

 SET PARAMETER DIMENSIONS ON  _WB_PROJECTSCRATCH_DIR
  TYPE=STRI  DIMENSIONS=      248        1        1

 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = /home/gks090020/_ProjectScratch/ScrF00E/

 SET PARAMETER DIMENSIONS ON  _WB_SOLVERFILES_DIR
  TYPE=STRI  DIMENSIONS=      248        1        1

 PARAMETER _WB_SOLVERFILES_DIR(1) = /home/gks090020/Testfortitan1_files/dp0/SYS/MECH/

 SET PARAMETER DIMENSIONS ON  _WB_USERFILES_DIR
  TYPE=STRI  DIMENSIONS=      248        1        1

 PARAMETER _WB_USERFILES_DIR(1) = /home/gks090020/Testfortitan1_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 2022 R1          22.1     ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Research     

 00000000  VERSION=LINUX x64     15:44:08  SEP 06, 2022 CP=      0.539

 Testfortitan1--Transient (B5)                                                 




          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "fea" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Send Named Selection as Node Component ***********
 *********** Send Named Selection as Element Component ***********
 *********** Send Named Selection as Node Component ***********
 *********** Send Named Selection as Node Component ***********
 *********** Send Named Selection as Node Component ***********
 *********** Fixed Supports ***********
 ********* Frictionless Supports Z *********
 *********** Create FSI Flags ***********


 ***** ROUTINE COMPLETED *****  CP =         1.095


 --- Number of total nodes = 1412
 --- Number of contact elements = 0
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 162
 --- Number of condensed parts = 0
 --- Number of total elements = 162

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  15.7355556    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

 *****  ANSYS SOLUTION ROUTINE  *****


 PERFORM A TRANSIENT ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 LARGE DEFORMATION ANALYSIS

 STEP BOUNDARY CONDITION KEY= 1

 PARAMETER _THICKRATIO =     0.000000000    

 USE SPARSE MATRIX DIRECT SOLVER

 CONTACT INFORMATION PRINTOUT LEVEL       1

 SUPPRESS THE FOLLOWING ITEMS FROM BEING WRITTEN TO THE RESULTS FILE:
  NONE                                                                                          

 DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION

 DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION

 WRITE ALL COMPONENTS TO THE COMPONENTS FILE.
 START WRITING AT THE BEGINNING OF FILE file.cm

 COMPONENTS WERE WRITTEN TO FILE= file.cm

 PERFORM A FULL TRANSIENT ANALYSIS
  USING HHT ALGORITHM

 USE SETTINGS FOR MODERATE SPEED DYNAMIC APPLICATIONS
 SECOND ORDER TRANSIENT PARAMETERS
   GAMMA= 0.1000      (ALPHA= 0.3025      DELTA= 0.6000      ALPHAF= 0.1000      ALPHAM=  0.000    )

 USE FIRST ORDER TRANSIENT PARAMETER THETA=  1.000    

 NLDIAG: Nonlinear diagnostics CONT option is set to ON. 
         Writing frequency : each ITERATION.

 A NEGATIVE FILM COEFFICIENT IS USED AS IS.

 The variables will be mapped with the default mesh shape in the System Coupling.

 DEFINE RESTART CONTROL FOR LOADSTEP ALL 
 AT FREQUENCY OF LAST AND NUMBER FOR OVERWRITE IS   -1

 DELETE RESTART FILES OF ENDSTEP
 ****************************************************
 ******************* SOLVE FOR LS 1 OF 1 ****************

 PRINTOUT RESUMED BY /GOP

 DO NOT USE AUTOMATIC TIME STEPPING THIS LOAD STEP

 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    

 INCLUDE TRANSIENT EFFECTS FOR  ALL DEGREES OF FREEDOM THIS LOAD STEP

 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 SRFS ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE BKST 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

 WRITE NLDA ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE V    ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL 
   FOR ALL APPLICABLE ENTITIES

 WRITE A    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

 *** NOTE ***                            CP =       1.179   TIME= 15:44:08
 The automatic domain decomposition logic has selected the MESH domain   
 decomposition method with 4 processes per solution.                     

 *****  ANSYS SOLVE    COMMAND  *****

 *** WARNING ***                         CP =       1.181   TIME= 15:44:08
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       1.182   TIME= 15:44:09
 The model data was checked and warning messages were found.             
  Please review output or errors file (                                  
 /home/gks090020/_ProjectScratch/ScrF00E/file0.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




 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2022 R1          22.1     ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Research     

 00000000  VERSION=LINUX x64     15:44:09  SEP 06, 2022 CP=      1.184

 Testfortitan1--Transient (B5)                                                 




                       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  
   ANALYSIS TYPE . . . . . . . . . . . . . . . . .TRANSIENT            
      SOLUTION METHOD. . . . . . . . . . . . . . .FULL                 
   OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . .  273.15    
   NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON
   EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE             
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  
   USE SYSTEM COUPLING . . . . . . . . . . . . . .YES

 *** NOTE ***                            CP =       1.186   TIME= 15:44:09
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

 *** NOTE ***                            CP =       1.186   TIME= 15:44:09
 The conditions for direct assembly have been met.  No .emat or .erot    
 files will be produced.                                                 

  
  
     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: 162
  ...Number of nodes:    1412
  ...Decompose to 4 CPU domains
  ...Element load balance ratio =     1.050


 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                           

 *** DATA TRANSFER INFORMATION ON SOURCE SIDE ***
     SOLVER . . . . . . . . . . . . . . . . . .Transient Structural (Solution 1)
      REGION. . . . . . . . . . . . . . . . . .Fluid Solid Interface (FSIN_1)
      VARIABLE. . . . . . . . . . . . . . . . .Incremental_Displacement (INCD)

 *** DATA TRANSFER INFORMATION ON TARGET SIDE ***
     SOLVER . . . . . . . . . . . . . . . . . .Transient Structural (Solution 1)
      REGION. . . . . . . . . . . . . . . . . .Fluid Solid Interface (FSIN_1)
      VARIABLE. . . . . . . . . . . . . . . . .Force (FORC)

 *** LIST MESH INFORMATION ON FSIN/FVIN INTERFACES
     REGION. . . . . . . . . . . . . . . . . .       1
      NUMBER OF ELEMENTS . . . . . . . . . . .     107
      NUMBER OF NODES. . . . . . . . . . . . .     538
      NUMBER OF CORNER NODES . . . . . . . . .     216

 *** ERROR ***                           CP =       1.867   TIME= 15:44:42
 A System Coupling error occurred while the request AssignToken was      
 being served.                                                           


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          1
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          1




 ***** 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: 2022 R1            Build: 22.1       Update: UP20211129   Platform: LINUX x64   
Date Run: 09/06/2022   Time: 15:44     Process ID: 6375
Operating System: CentOS Linux release 8.3.2011

Processor Model: Common KVM processor

Compiler: Intel(R) Fortran Compiler Version 19.0.0  (Build: 20190206)
          Intel(R) C/C++ Compiler Version 19.0.0  (Build: 20190206)
          Intel(R) Math Kernel Library Version 2020.0.0 Product Build 20191122
          BLAS Library supplied by Intel(R) MKL

Number of machines requested            :    1
Total number of cores available         :  192
Number of physical cores available      :  192
Number of processes requested           :    4
Number of threads per process requested :    1
Total number of cores requested         :    4 (Distributed Memory Parallel)               
MPI Type: OPENMPI 
MPI Version: Open MPI v4.0.5

GPU Acceleration: Not Requested

Job Name: file0
Input File: dummy.dat

  Core                Machine Name   Working Directory
 -----------------------------------------------------
     0                  compute-15   /home/gks090020/_ProjectScratch/ScrF00E
     1                  compute-15   /home/gks090020/_ProjectScratch/ScrF00E
     2                  compute-15   /home/gks090020/_ProjectScratch/ScrF00E
     3                  compute-15   /home/gks090020/_ProjectScratch/ScrF00E
 
Latency time from master to core     1 =    5.073 microseconds
Latency time from master to core     2 =    5.088 microseconds
Latency time from master to core     3 =    4.623 microseconds
 
Communication speed from master to core     1 =  3351.41 MB/sec
Communication speed from master to core     2 =  3427.78 MB/sec
Communication speed from master to core     3 =  3425.69 MB/sec

Total CPU time for main thread                    :        1.8 seconds
Total CPU time summed for all threads             :        1.9 seconds

Elapsed time spent obtaining a license            :        0.7 seconds
Elapsed time spent pre-processing model (/PREP7)  :        0.2 seconds
Elapsed time spent solution - preprocessing       :        0.5 seconds
Elapsed time spent computing solution             :       31.7 seconds
Elapsed time spent solution - postprocessing      :        0.0 seconds
Elapsed time spent post-processing model (/POST1) :        0.0 seconds
 
Equation solver used                              :            Sparse (symmetric)

Sum of memory used on all processes               :       28.0 MB
Sum of memory allocated on all processes          :     5184.0 MB
Physical memory available                         :        344 GB

Total amount of I/O written to disk               :        0.0 GB
Total amount of I/O read from disk                :        0.0 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 2022 R1               Build 22.1         UP20211129     LINUX x64   |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 | Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
 | Maximum Database Used       1 MB    Maximum Scratch Memory Used      6 MB |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =          1.920       Time  =  15:44:42        |
 |        Elapsed Time (sec) =         61.000       Date  =  09/06/2022      |
 |                                                                           |
 *---------------------------------------------------------------------------*