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Error: An unknown error occurred during solution

    • Xabier Tamayo
      Subscriber

      Hi everyone, Im trying a really simple modal simulation, but it always gives me an error message. I have tried to find out what the error is using the output solver, but I still don't know what it is. I attach some screenshots and the solver output.

      And the output solver says the next:

      Ansys Mechanical Enterprise Academic Teaching    


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                *****  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
        INPUT FILE NAME              = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42\dummy.dat
        OUTPUT FILE NAME             = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42\solve.out
        START-UP FILE MODE           = NOREAD
        STOP FILE MODE               = NOREAD

       RELEASE= 2022 R1              BUILD= 22.1      UP20211129   VERSION=WINDOWS x64
       CURRENT JOBNAME=file0  14:53:35  APR 21, 2023 CP=      0.109


       PARAMETER _DS_PROGRESS =     999.0000000   

       /INPUT FILE= ds.dat  LINE=       0



       *** NOTE ***                            CP =       0.219   TIME= 14:53:35
       The /CONFIG,NOELDB command is not valid in a Distributed ANSYS         
       solution.  Command is ignored.                                         

       *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.8930556   

       TITLE=
       Modal_piezasolid--Modal (A5)                                                 

        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) = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42\

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

       PARAMETER _WB_SOLVERFILES_DIR(1) = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\Modal_piezasolid_files\dp0\SYS\MECH\

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

       PARAMETER _WB_USERFILES_DIR(1) = \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\Modal_piezasolid_files\user_files\
       --- Data in consistent MKS units. See Solving Units in the help system for more

       MKS UNITS SPECIFIED FOR INTERNAL   
        LENGTH        (l)  = METER (M)
        MASS          (M)  = KILOGRAM (KG)
        TIME          (t)  = SECOND (SEC)
        TEMPERATURE   (T)  = CELSIUS (C)
        TOFFSET            = 273.0
        CHARGE        (Q)  = COULOMB
        FORCE         (f)  = NEWTON (N) (KG-M/SEC2)
        HEAT               = JOULE (N-M)

        PRESSURE           = PASCAL (NEWTON/M**2)
        ENERGY        (W)  = JOULE (N-M)
        POWER         (P)  = WATT (N-M/SEC)
        CURRENT       (i)  = AMPERE (COULOMBS/SEC)
        CAPACITANCE   (C)  = FARAD
        INDUCTANCE    (L)  = HENRY
        MAGNETIC FLUX      = WEBER
        RESISTANCE    (R)  = OHM
        ELECTRIC POTENTIAL = VOLT

       INPUT  UNITS ARE ALSO SET TO MKS

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

       00000000  VERSION=WINDOWS x64   14:53:35  APR 21, 2023 CP=      0.219

       Modal_piezasolid--Modal (A5)                                                 



                ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
       *********** Nodes for the whole assembly ***********
       *********** Elements for Body 1 "Part 1" ***********
       *********** Send User Defined Coordinate System(s) ***********
       *********** Set Reference Temperature ***********
       *********** Send Materials ***********
       *********** Fixed Supports ***********


       ***** ROUTINE COMPLETED *****  CP =         0.234


       --- Number of total nodes = 1370
       --- Number of contact elements = 0
       --- Number of spring elements = 0
       --- Number of bearing elements = 0
       --- Number of solid elements = 156
       --- Number of condensed parts = 0
       --- Number of total elements = 156

       *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.8930556   

       *****  ANSYS SOLUTION ROUTINE  *****


       PERFORM A MODAL ANALYSIS
        THIS WILL BE A NEW ANALYSIS

       PARAMETER _THICKRATIO =     0.000000000   


       USE SYM. BLOCK LANCZOS MODE EXTRACTION METHOD
        EXTRACT     7 MODES
        NORMALIZE THE MODE SHAPES TO THE MASS MATRIX

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


       EXPAND ALL EXTRACTED MODES
        DO NOT CALCULATE ELEMENT RESULTS

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

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

       DO NOT COMBINE ASSEMBLED MATRIX FILES (.full) AFTER DISTRIBUTED PARALLEL SOLUTION

       *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000   

       *IF  ANSINTER_                         ( =   0.00000     )  NE 
            0                                 ( =   0.00000     )  THEN   

       *ENDIF

       *** NOTE ***                            CP =       0.266   TIME= 14:53:35
       The automatic domain decomposition logic has selected the MESH domain  
       decomposition method with 2 processes per solution.                    

       *****  ANSYS SOLVE    COMMAND  *****

       *** WARNING ***                         CP =       0.266   TIME= 14:53:35
       Element shape checking is currently inactive.  Issue SHPP,ON or        
       SHPP,WARN to reactivate, if desired.                                   

       *** NOTE ***                            CP =       0.281   TIME= 14:53:35
       The model data was checked and warning messages were found.            
        Please review output or errors file (                                 
       \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys              
       pruebas\_ProjectScratch\Scr1F42\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 Teaching    

       00000000  VERSION=WINDOWS x64   14:53:35  APR 21, 2023 CP=      0.281

       Modal_piezasolid--Modal (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 
         ANALYSIS TYPE . . . . . . . . . . . . . . . . .MODAL               
            EXTRACTION METHOD. . . . . . . . . . . . . .BLOCK LANCZOS
         OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . .  273.15   
         NUMBER OF MODES TO EXTRACT. . . . . . . . . . .     7
         GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC 
         NUMBER OF MODES TO EXPAND . . . . . . . . . . .ALL
         ELEMENT RESULTS CALCULATION . . . . . . . . . .OFF

       *** NOTE ***                            CP =       0.281   TIME= 14:53:35
       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: 156
        ...Number of nodes:    1370
        ...Decompose to 2 CPU domains
        ...Element load balance ratio =     1.000


                            L O A D   S T E P   O P T I O N S

         LOAD STEP NUMBER. . . . . . . . . . . . . . . .     1
         THERMAL STRAINS INCLUDED IN THE LOAD VECTOR . .   YES
         PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
         DATABASE OUTPUT CONTROLS
            ITEM     FREQUENCY   COMPONENT
             ALL       NONE              
            NSOL        ALL              
            ETMP        ALL              



                               ***********  PRECISE MASS SUMMARY  ***********

         TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
                     Translational mass               |   Coupled translational/rotational mass
              0.91539E-02    0.0000        0.0000     |     0.0000       0.27736E-05  -0.45312E-04
               0.0000       0.91539E-02    0.0000     |   -0.27736E-05    0.0000       0.91539E-03
               0.0000        0.0000       0.91539E-02 |    0.45312E-04  -0.91539E-03    0.0000   
           ------------------------------------------ | ------------------------------------------
                                                      |         Rotational mass (inertia)
                                                      |    0.30018E-06  -0.45312E-05  -0.27736E-06
                                                      |   -0.45312E-05   0.12205E-03  -0.13729E-07
                                                      |   -0.27736E-06  -0.13729E-07   0.12235E-03

         TOTAL MASS = 0.91539E-02
           The mass principal axes coincide with the global Cartesian axes

         CENTER OF MASS (X,Y,Z)=   0.10000       0.49500E-02   0.30300E-03

         TOTAL INERTIA ABOUT CENTER OF MASS
              0.75044E-07   0.35662E-20   0.29390E-21
              0.35662E-20   0.30513E-04   0.81169E-23
              0.29390E-21   0.81169E-23   0.30588E-04
           The inertia principal axes coincide with the global Cartesian axes


        *** MASS SUMMARY BY ELEMENT TYPE ***

        TYPE      MASS
           1  0.915388E-02

       Range of element maximum matrix coefficients in global coordinates
       Maximum = 2.90253469E+09 at element 103.                               
       Minimum = 2.90253454E+09 at element 100.                               

         *** ELEMENT MATRIX FORMULATION TIMES
           TYPE    NUMBER   ENAME      TOTAL CP  AVE CP

              1       156  SOLID186      0.000   0.000000
       Time at end of element matrix formulation CP = 0.484375.               

        BLOCK LANCZOS CALCULATION OF UP TO     7 EIGENVECTORS.
        NUMBER OF EQUATIONS              =         4056
        MAXIMUM WAVEFRONT                =          153
        MAXIMUM MODES STORED             =            7
        MINIMUM EIGENVALUE               =  0.00000E+00
        MAXIMUM EIGENVALUE               =  0.10000E+31


        Process memory allocated for solver              =     6.656 MB
        Process memory required for in-core solution     =     6.346 MB
        Process memory required for out-of-core solution =     3.976 MB

        Total memory allocated for solver                =    13.364 MB
        Total memory required for in-core solution       =    12.741 MB
        Total memory required for out-of-core solution   =     7.949 MB

       *** NOTE ***                            CP =       0.703   TIME= 14:53:35
       The Distributed Sparse Matrix Solver used by the Block Lanczos         
       eigensolver 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.               

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

       00000000  VERSION=WINDOWS x64   14:53:35  APR 21, 2023 CP=      0.781

       Modal_piezasolid--Modal (A5)                                                 



       *** FREQUENCIES FROM BLOCK LANCZOS ITERATION ***

        MODE    FREQUENCY (HERTZ)     


          1     11.71618911070   
          2     73.41753812852   
          3     190.2039651007   
          4     205.5969093043   
          5     403.0167525196   
          6     450.9853165402   
          7     666.5432548624   

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

       00000000  VERSION=WINDOWS x64   14:53:36  APR 21, 2023 CP=      0.797

       Modal_piezasolid--Modal (A5)                                                 





                ***** PARTICIPATION FACTOR CALCULATION *****  X  DIRECTION
                                                                                        CUMULATIVE     RATIO EFF.MASS
        MODE   FREQUENCY       PERIOD      PARTIC.FACTOR     RATIO    EFFECTIVE MASS   MASS FRACTION   TO TOTAL MASS
           1     11.7162       0.85352E-01    0.0000        0.000000     0.00000         0.00000         0.00000   
           2     73.4175       0.13621E-01    0.0000        0.000000     0.00000         0.00000         0.00000   
           3     190.204       0.52575E-02    0.0000        0.000000     0.00000         0.00000         0.00000   
           4     205.597       0.48639E-02    0.0000        0.000000     0.00000         0.00000         0.00000   
           5     403.017       0.24813E-02    0.0000        0.000000     0.00000         0.00000         0.00000   
           6     450.985       0.22174E-02    0.0000        0.000000     0.00000         0.00000         0.00000   
           7     666.543       0.15003E-02    0.0000        0.000000     0.00000         0.00000         0.00000   



                ***** PARTICIPATION FACTOR CALCULATION *****  Y  DIRECTION
                                                                                        CUMULATIVE     RATIO EFF.MASS
        MODE   FREQUENCY       PERIOD      PARTIC.FACTOR     RATIO    EFFECTIVE MASS   MASS FRACTION   TO TOTAL MASS
           1     11.7162       0.85352E-01    0.0000        0.000000     0.00000         0.00000         0.00000   
           2     73.4175       0.13621E-01    0.0000        0.000000     0.00000         0.00000         0.00000   
           3     190.204       0.52575E-02   0.74898E-01    1.000000    0.560975E-02     1.00000        0.612828   
           4     205.597       0.48639E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
           5     403.017       0.24813E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
           6     450.985       0.22174E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
           7     666.543       0.15003E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
       -----------------------------------------------------------------------------------------------------------------
         sum                                                            0.560975E-02                    0.612828   
       -----------------------------------------------------------------------------------------------------------------



                ***** PARTICIPATION FACTOR CALCULATION *****  Z  DIRECTION
                                                                                        CUMULATIVE     RATIO EFF.MASS
        MODE   FREQUENCY       PERIOD      PARTIC.FACTOR     RATIO    EFFECTIVE MASS   MASS FRACTION   TO TOTAL MASS
           1     11.7162       0.85352E-01   0.74819E-01    1.000000    0.559793E-02    0.666584        0.611536   
           2     73.4175       0.13621E-01  -0.41479E-01    0.554393    0.172053E-02    0.871460        0.187956   
           3     190.204       0.52575E-02    0.0000        0.000000     0.00000        0.871460         0.00000   
           4     205.597       0.48639E-02   0.24338E-01    0.325287    0.592328E-03    0.941992        0.647078E-01
           5     403.017       0.24813E-02  -0.17416E-01    0.232769    0.303305E-03    0.978109        0.331340E-01
           6     450.985       0.22174E-02    0.0000        0.000000     0.00000        0.978109         0.00000   
           7     666.543       0.15003E-02   0.13559E-01    0.181220    0.183840E-03     1.00000        0.200833E-01
       -----------------------------------------------------------------------------------------------------------------
         sum                                                            0.839793E-02                    0.917417   
       -----------------------------------------------------------------------------------------------------------------



                ***** PARTICIPATION FACTOR CALCULATION *****ROTX DIRECTION
                                                                                        CUMULATIVE     RATIO EFF.MASS
        MODE   FREQUENCY       PERIOD      PARTIC.FACTOR     RATIO    EFFECTIVE MASS   MASS FRACTION   TO TOTAL MASS
           1     11.7162       0.85352E-01   0.37036E-03    1.000000    0.137163E-06    0.514958        0.456940   
           2     73.4175       0.13621E-01  -0.20532E-03    0.554393    0.421573E-07    0.673231        0.140441   
           3     190.204       0.52575E-02  -0.22694E-04    0.061277    0.515026E-09    0.675164        0.171573E-02
           4     205.597       0.48639E-02   0.12047E-03    0.325287    0.145135E-07    0.729653        0.483497E-01
           5     403.017       0.24813E-02  -0.86207E-04    0.232769    0.743173E-08    0.757554        0.247577E-01
           6     450.985       0.22174E-02   0.24510E-03    0.661790    0.600728E-07    0.983088        0.200124   
           7     666.543       0.15003E-02   0.67116E-04    0.181220    0.450455E-08     1.00000        0.150063E-01
       -----------------------------------------------------------------------------------------------------------------
         sum                                                            0.266358E-06                    0.887334   
       -----------------------------------------------------------------------------------------------------------------



                ***** PARTICIPATION FACTOR CALCULATION *****ROTY DIRECTION
                                                                                        CUMULATIVE     RATIO EFF.MASS
        MODE   FREQUENCY       PERIOD      PARTIC.FACTOR     RATIO    EFFECTIVE MASS   MASS FRACTION   TO TOTAL MASS
           1     11.7162       0.85352E-01  -0.40827E-02    0.623871    0.166685E-04    0.177793        0.136568   
           2     73.4175       0.13621E-01   0.65441E-02    1.000000    0.428259E-04    0.634591        0.350880   
           3     190.204       0.52575E-02    0.0000        0.000000     0.00000        0.634591         0.00000   
           4     205.597       0.48639E-02  -0.42373E-02    0.647492    0.179546E-04    0.826102        0.147105   
           5     403.017       0.24813E-02   0.31592E-02    0.482753    0.998059E-05    0.932559        0.817726E-01
           6     450.985       0.22174E-02    0.0000        0.000000     0.00000        0.932559         0.00000   
           7     666.543       0.15003E-02  -0.25145E-02    0.384239    0.632278E-05     1.00000        0.518036E-01
       -----------------------------------------------------------------------------------------------------------------
         sum                                                            0.937523E-04                    0.768129   
       -----------------------------------------------------------------------------------------------------------------



                ***** PARTICIPATION FACTOR CALCULATION *****ROTZ DIRECTION
                                                                                        CUMULATIVE     RATIO EFF.MASS
        MODE   FREQUENCY       PERIOD      PARTIC.FACTOR     RATIO    EFFECTIVE MASS   MASS FRACTION   TO TOTAL MASS
           1     11.7162       0.85352E-01    0.0000        0.000000     0.00000         0.00000         0.00000   
           2     73.4175       0.13621E-01    0.0000        0.000000     0.00000         0.00000         0.00000   
           3     190.204       0.52575E-02   0.40917E-02    1.000000    0.167416E-04     1.00000        0.136833   
           4     205.597       0.48639E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
           5     403.017       0.24813E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
           6     450.985       0.22174E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
           7     666.543       0.15003E-02    0.0000        0.000000     0.00000         1.00000         0.00000   
       -----------------------------------------------------------------------------------------------------------------
         sum                                                            0.167416E-04                    0.136833   
       -----------------------------------------------------------------------------------------------------------------





       *** NOTE ***                            CP =       0.797   TIME= 14:53:36
       The modes requested are mass normalized (Nrmkey on MODOPT).  However,  
       the modal masses and kinetic energies below are calculated with unit   
       normalized modes.                                                      

              ***** MODAL MASSES, KINETIC ENERGIES, AND TRANSLATIONAL EFFECTIVE MASSES SUMMARY *****

                                                                               EFFECTIVE MASS
        MODE  FREQUENCY   MODAL MASS     KENE      |      X-DIR      RATIO%   Y-DIR      RATIO%   Z-DIR      RATIO%
           1   11.72      0.2283E-02   6.185       |     0.000        0.00   0.000        0.00  0.5598E-02   61.15
           2   73.42      0.2283E-02   242.9       |     0.000        0.00   0.000        0.00  0.1721E-02   18.80
           3   190.2      0.2293E-02   1637.       |     0.000        0.00  0.5610E-02   61.28   0.000        0.00
           4   205.6      0.2282E-02   1904.       |     0.000        0.00   0.000        0.00  0.5923E-03    6.47
           5   403.0      0.2281E-02   7314.       |     0.000        0.00   0.000        0.00  0.3033E-03    3.31
           6   451.0      0.1511E-02   6065.       |     0.000        0.00   0.000        0.00   0.000        0.00
           7   666.5      0.2279E-02  0.1999E+05   |     0.000        0.00   0.000        0.00  0.1838E-03    2.01
       --------------------------------------------------------------------------------------------------------------
         sum                                       |     0.000        0.00  0.5610E-02   61.28  0.8398E-02   91.74
       --------------------------------------------------------------------------------------------------------------


       *** ANSYS BINARY FILE STATISTICS
        BUFFER SIZE USED= 16384
              1.688 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full
              0.125 MB WRITTEN ON MODAL MATRIX FILE: file0.mode
              0.500 MB WRITTEN ON RESULTS FILE: file0.rst
       *************** Write FE CONNECTORS *********

       WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce                                                                                                                                                                                                                                                            

       *GET  _NMODALSOLPROC  FROM  ACTI  ITEM=NUMC       VALUE=  2.00000000   

       FINISH SOLUTION PROCESSING


       ***** ROUTINE COMPLETED *****  CP =         0.906



       PRINTOUT RESUMED BY /GOP

       *GET  _WALLASOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.8933333   

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

       00000000  VERSION=WINDOWS x64   14:53:36  APR 21, 2023 CP=      0.906

       Modal_piezasolid--Modal (A5)                                                 



                ***** ANSYS RESULTS INTERPRETATION (POST1) *****

       *** NOTE ***                            CP =       0.969   TIME= 14:53:36
       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).   

       PRINTOUT RESUMED BY /GOP

       Set Encoding of XML File to:ISO-8859-1

       Set Output of XML File to:
           PARM,     ,     ,     ,     ,     ,     ,     ,     ,     ,     ,     ,
               ,     ,     ,     ,     ,     ,     ,

       DATABASE WRITTEN ON FILE  parm.xml                                                                                                                                                                                                                                                           

       EXIT THE ANSYS POST1 DATABASE PROCESSOR


       ***** ROUTINE COMPLETED *****  CP =         1.141



       PRINTOUT RESUMED BY /GOP

       *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.8933333   

       PARAMETER _PREPTIME =     0.000000000   

       PARAMETER _SOLVTIME =     1.000000000   

       PARAMETER _POSTTIME =     0.000000000   

       PARAMETER _TOTALTIM =     1.000000000   

       *GET  _DLBRATIO  FROM  ACTI  ITEM=SOLU DLBR  VALUE=  1.00000000   

       *GET  _COMBTIME  FROM  ACTI  ITEM=SOLU COMB  VALUE= 0.186647900   

       *GET  _SSMODE   FROM  ACTI  ITEM=SOLU SSMM  VALUE=  2.00000000   

       *GET  _NDOFS    FROM  ACTI  ITEM=SOLU NDOF  VALUE=  4056.00000   

       /FCLEAN COMMAND REMOVING ALL LOCAL FILES
       --- Total number of nodes = 1370
       --- Total number of elements = 156
       --- Element load balance ratio = 1
       --- Time to combine distributed files = 0.1866479
       --- Sparse memory mode = 2
       --- Number of DOF = 4056

       EXIT ANSYS WITHOUT SAVING DATABASE


       NUMBER OF WARNING MESSAGES ENCOUNTERED=          1
       NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0

      +--------- 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: WINDOWS x64
      Date Run: 04/21/2023   Time: 14:53     Process ID: 10464
      Operating System: Windows 10  (Build: 19042)

      Processor Model: Intel(R) Xeon(R) Gold 6240R CPU @ 2.40GHz

      Compiler: Intel(R) Fortran Compiler Version 19.0.5  (Build: 20190815)
                Intel(R) C/C++ Compiler Version 19.0.5  (Build: 20190815)
                Intel(R) Math Kernel Library Version 2020.0.0 Product Build 20191125
                BLAS Library supplied by Intel(R) MKL

      Number of machines requested            :    1
      Total number of cores available         :    4
      Number of physical cores available      :    4
      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 2019 Update 10 for Windows* OS


      GPU Acceleration: Not Requested

      Job Name: file0
      Input File: dummy.dat

        Core                Machine Name   Working Directory
       -----------------------------------------------------
           0                 AB018IND038   \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42
           1                 AB018IND038   \\dcloud.local\public\018\018_xabier.tamayo\Desktop\Ansys pruebas\_ProjectScratch\Scr1F42
       
      Latency time from master to core     1 =    8.192 microseconds
       
      Communication speed from master to core     1 =  5838.61 MB/sec

      Total CPU time for main thread                    :        1.3 seconds
      Total CPU time summed for all threads             :        1.5 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       :        0.0 seconds
      Elapsed time spent computing solution             :        0.4 seconds
      Elapsed time spent solution - postprocessing      :        0.2 seconds
      Elapsed time spent post-processing model (/POST1) :        0.3 seconds
       
      Eigensolver used                                  :            Block Lanczos
      Equation solver computational rate                :        4.8 Gflops

      Sum of memory used on all processes               :       92.0 MB
      Sum of memory allocated on all processes          :     3136.0 MB
      Physical memory available                         :         16 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     WINDOWS x64 |
       |                                                                           |
       |---------------------------------------------------------------------------|
       |                                                                           |
       | Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
       | Maximum Database Used       1 MB    Maximum Scratch Memory Used     45 MB |
       |                                                                           |
       |---------------------------------------------------------------------------|
       |                                                                           |
       |        CP Time      (sec) =          1.516       Time  =  14:53:37        |
       |        Elapsed Time (sec) =          4.000       Date  =  04/21/2023      |
       |                                                                           |
       *---------------------------------------------------------------------------*

    • Erik Kostson
      Ansys Employee

       

      Hi

      So it is solving as you can see (frequencies are there and no errors), so there is something when opening results. Likely the result file does not exist or is not written (.rst file).

      Can you clear solution and data and untick the distributed solve box when solving, and solve again.

      If that does not work, try not to use any cloud related services/folders, just solve it locally on your lapotop/desktop.

      Thank you

       

      Erik

       

    • Xabier Tamayo
      Subscriber

      I opened it again from another remote and this time it worked. Thank you very much.

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