Solver Output


 Ansys Mechanical Enterprise Academic Student      


 *------------------------------------------------------------------*
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 |   W E L C O M E   T O   T H E   A N S Y S (R)  P R O G R A M     |
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 2021 R2 
     
 Point Releases and Patches installed:   
     
 Academic Student 2021 R2
 Aqwa 2021 R2
 EnSight 2021 R2 
 FENSAP-ICE 2021 R2  


          *****  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              = \\Mac\Home\Documents\Education-4\ANSYS model\_ProjectScratch\ScrF3F1\dummy.dat
  OUTPUT FILE NAME             = \\Mac\Home\Documents\Education-4\ANSYS model\_ProjectScratch\ScrF3F1\solve.out
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD

 RELEASE= 2021 R2              BUILD= 21.2      UP20210601   VERSION=WINDOWS x64 
 CURRENT JOBNAME=file0  14:19:29  MAR 03, 2022 CP=      0.281


 PARAMETER _DS_PROGRESS =     999.0000000    

 /INPUT FILE= ds.dat  LINE=       0



 *** NOTE ***                            CP =       0.469   TIME= 14:19:29
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS          
 solution.  Command is ignored.                                          

 *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.3247222    

 TITLE= 
 Keyway--Static Structural (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) = \\Mac\Home\Documents\Education-4\ANSYS model\_ProjectScratch\ScrF3F1\

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

 PARAMETER _WB_SOLVERFILES_DIR(1) = \\Mac\Home\Documents\Education-4\ANSYS model\Keyway_files\dp0\SYS-1\MECH\

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

 PARAMETER _WB_USERFILES_DIR(1) = \\Mac\Home\Documents\Education-4\ANSYS model\Keyway_files\user_files\
 --- Data in consistent BIN units. See Solving Units in the help system for more

 U.S. CUSTOMARY INCH UNITS SPECIFIED FOR INTERNAL    
  LENGTH      = INCHES (IN)
  MASS        = LBF-S**2/IN 
  TIME        = SECONDS (SEC)  
  TEMPERATURE = FAHRENHEIT
  TOFFSET     = 460.0
  FORCE       = LBF
  HEAT        = IN-LBF
  PRESSURE    = PSI (LBF/IN**2)
  ENERGY      = IN-LBF
  POWER       = IN-LBF/SEC

 INPUT  UNITS ARE ALSO SET TO BIN 

 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2021 R2          21.2     ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Student      

 00000000  VERSION=WINDOWS x64   14:19:29  MAR 03, 2022 CP=      0.484

 Keyway--Static Structural (B5)                                                



          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "Surface Body" ***********
 *********** Elements for Body 2 "Surface Body" ***********
 *********** Elements for Body 3 "Surface Body" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Send Sheet Properties ***********
 *********** Create Contact "Frictionless - Surface Body To Surface Body" ******
             Real Constant Set For Above Contact Is 5 & 4
 *********** Create Contact "Frictionless - Surface Body To Surface Body" ******
             Real Constant Set For Above Contact Is 7 & 6
 *********** Create Contact "Frictionless - Surface Body To Surface Body" ******
             Real Constant Set For Above Contact Is 9 & 8
 ********* Frictionless Supports X *********
 ********* Frictionless Supports Y *********
 *********** Define Force Using Surface Effect Elements ***********


 ***** ROUTINE COMPLETED *****  CP =         0.531


 --- Number of total nodes = 2109
 --- Number of contact elements = 317
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 650
 --- Number of condensed parts = 0
 --- Number of total elements = 967

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.3247222    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

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


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 LARGE DEFORMATION ANALYSIS

 PARAMETER _THICKRATIO =     0.000000000    

 USE SPARSE MATRIX DIRECT SOLVER

 CONTACT INFORMATION PRINTOUT LEVEL       1

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

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

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

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

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

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE        10 TO         10 STEP          1

          5  ELEMENTS (OF        967  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT      ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.

         11 NODES (OF       2109  DEFINED) SELECTED FROM
        5 SELECTED ELEMENTS BY NSLE COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
     VALUES =     2.0000         2.0000         2.0000         2.0000    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  2   KVAL = 1
     VALUES =     0.0000         0.0000         0.0000         0.0000    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE         1 TO       2109 STEP          1

       2109  NODES (OF       2109  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE         1 TO        967 STEP          1

        967  ELEMENTS (OF        967  DEFINED) SELECTED BY  ESEL  COMMAND.

 PRINTOUT RESUMED BY /GOP

 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=  1.0000    

 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.


 WRITE ALL  ITEMS TO THE DATABASE WITH A FREQUENCY OF NONE
   FOR ALL APPLICABLE ENTITIES

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

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

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

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

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

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

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

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

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

 *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000    

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

 *ENDIF

 *** NOTE ***                            CP =       0.609   TIME= 14:19:29
 The automatic domain decomposition logic has selected the MESH domain   
 decomposition method with 2 processes per solution.                     

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

 *** WARNING ***                         CP =       0.609   TIME= 14:19:29
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       0.609   TIME= 14:19:29
 The model data was checked and warning messages were found.             
  Please review output or errors file (                                  
 \\Mac\Home\Documents\Education-4\ANSYS                                  
 model\_ProjectScratch\ScrF3F1\file0.err ) for these warning messages.   

 *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS ***
      --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS ---

 ELEMENT TYPE         1 IS PLANE183 WITH PLANE STRAIN OPTION. IT IS NOT ASSOCIATED
 WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE
 AND NO RESETTING IS NEEDED.

 ELEMENT TYPE         2 IS PLANE183 WITH PLANE STRAIN OPTION. IT IS NOT ASSOCIATED
 WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE
 AND NO RESETTING IS NEEDED.

 ELEMENT TYPE         3 IS PLANE183 WITH PLANE STRAIN OPTION. IT IS NOT ASSOCIATED
 WITH FULLY INCOMPRESSIBLE HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE
 AND NO RESETTING IS NEEDED.



 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2021 R2          21.2     ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Student      

 00000000  VERSION=WINDOWS x64   14:19:29  MAR 03, 2022 CP=      0.609

 Keyway--Static Structural (B5)                                                



                       S O L U T I O N   O P T I O N S

   PROBLEM DIMENSIONALITY. . . . . . . . . . . . .2-D                  
   DEGREES OF FREEDOM. . . . . . UX   UY  
   ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
   OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . .  459.67    
   NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON
   EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE             
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =       0.609   TIME= 14:19:29
 Material number 10 (used by element 963) 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 =       0.609   TIME= 14:19:29
 The step data was checked and warning messages were found.              
  Please review output or errors file (                                  
 \\Mac\Home\Documents\Education-4\ANSYS                                  
 model\_ProjectScratch\ScrF3F1\file0.err ) for these warning messages.   

 *** NOTE ***                            CP =       0.609   TIME= 14:19:29
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

 *** NOTE ***                            CP =       0.609   TIME= 14:19:29
 The conditions for direct assembly have been met.  No .emat or .erot    
 files will be produced.                                                 

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 4 and contact element type 4 has been set up.  The         
 companion pair has real constant set ID 5.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.27875E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.20813E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.18839E-01
 Average contact pair depth                   0.20813E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Max.  Initial penetration 2.081668171E-17 was detected between contact  
 element 749 and target element 681.                                     
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 5 and contact element type 4 has been set up.  The         
 companion pair has real constant set ID 4.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.27875E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.20813E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.18839E-01
 Average contact pair depth                   0.20813E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Max.  Initial penetration 2.081668171E-17 was detected between contact  
 element 749 and target element 681.                                     
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 6 and contact element type 6 has been set up.  The         
 companion pair has real constant set ID 7.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.28507E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.20351E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.18839E-01
 Average contact pair depth                   0.20351E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Max.  Initial penetration 2.081668171E-17 was detected between contact  
 element 854 and target element 784.                                     
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 7 and contact element type 6 has been set up.  The         
 companion pair has real constant set ID 6.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.28507E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.20351E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.18839E-01
 Average contact pair depth                   0.20351E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 14:19:29
 Max.  Initial penetration 2.081668171E-17 was detected between contact  
 element 854 and target element 784.                                     
 ****************************************
  

 *** NOTE ***                            CP =       0.703   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 8 and contact element type 8 has been set up.  The         
 companion pair has real constant set ID 9.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.11681E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.49665E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.53571E-01
 Average contact pair depth                   0.49665E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.703   TIME= 14:19:29
 Max.  Initial penetration 0 was detected between contact element 928    
 and target element 961.                                                 
 ****************************************
  

 *** NOTE ***                            CP =       0.703   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 9 and contact element type 8 has been set up.  The         
 companion pair has real constant set ID 8.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.11681E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.49665E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.53571E-01
 Average contact pair depth                   0.49665E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.703   TIME= 14:19:29
 Max.  Initial penetration 0 was detected between contact element 928    
 and target element 961.                                                 
 ****************************************
  
  
  

  
  
     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: 967
  ...Number of nodes:    2109
  ...Decompose to 2 CPU domains
  ...Element load balance ratio =     1.044


                      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 . . . . . . . . .    10
      MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .     1
   MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    15
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   STRESS-STIFFENING . . . . . . . . . . . . . . .    ON
   TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)  
   CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
   PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
   DATABASE OUTPUT CONTROLS
      ITEM     FREQUENCY   COMPONENT
       ALL       NONE               
      NSOL        ALL               
      RSOL        ALL               
      EANG        ALL               
      ETMP        ALL               
      VENG        ALL               
      STRS        ALL               
      EPEL        ALL               
      EPPL        ALL               
      CONT        ALL               


 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                           

 *** NOTE ***                            CP =       0.844   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 6 and contact element type 6 has been set up.  The         
 companion pair has real constant set ID 7.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.28507E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.20351E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.18839E-01
 Average contact pair depth                   0.20351E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.844   TIME= 14:19:29
 Max.  Initial penetration 1.387778781E-17 was detected between contact  
 element 823 and target element 880.                                     
 ****************************************
  

 *** NOTE ***                            CP =       0.844   TIME= 14:19:29
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 7 and contact element type 6 has been set up.  The         
 companion pair has real constant set ID 6.  Both pairs should have the  
 same behavior.                                                          
 The same contact characteristics will be used for both pairs.
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.28507E+11
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.20351E-02
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.18839E-01
 Average contact pair depth                   0.20351E-01
 User defined pinball region PINB             0.35355E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.844   TIME= 14:19:29
 Max.  Initial penetration 2.081668171E-17 was detected between contact  
 element 854 and target element 784.                                     
 ****************************************
  
 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED              
  TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.                          

  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           6
 Max.  Penetration of -2.081668171E-17 has been detected between contact 
 element 854 and target element 784.                                     
 For total 64 contact elements, there are 48 elements are in contact.    
 Contacting area 0.435296381.                                            
 Max.  Pinball distance 3.535533863E-03.                                 
 One of the contact searching regions contains at least 13 target        
 elements.                                                               
 Max.  Pressure/force 4.76999996E-07.                                    
 Max.  Normal stiffness 2.850683566E+10.                                 
 Min.  Normal stiffness 2.850683566E+10.                                 
 Contact pair force norm 6.839499528E-09 and criterion 6.83949963E-10.   
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           7
 Max.  Penetration of -2.081668171E-17 has been detected between contact 
 element 854 and target element 784.                                     
 For total 64 contact elements, there are 48 elements are in contact.    
 Contacting area 0.46.                                                   
 Max.  Pinball distance 3.535533863E-03.                                 
 One of the contact searching regions contains at least 7 target         
 elements.                                                               
 Max.  Pressure/force 5.934177245E-07.                                   
 Max.  Normal stiffness 2.850683566E+10.                                 
 Min.  Normal stiffness 2.850683566E+10.                                 
 Contact pair force norm 6.839499528E-09 and criterion 6.83949963E-10.   
 *************************************************



            **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA ****

  CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID

  TOTAL MASS =  0.73443E-03

                           MOM. OF INERTIA         MOM. OF INERTIA
  CENTER OF MASS            ABOUT ORIGIN        ABOUT CENTER OF MASS

  XC = -0.21511E-04      IXX =   0.6072E-04      IXX =   0.6072E-04
  YC = -0.17133E-04      IYY =   0.6063E-04      IYY =   0.6063E-04
  ZC =   0.0000          IZZ =   0.1213E-03      IZZ =   0.1213E-03
                         IXY =   0.1711E-08      IXY =   0.1711E-08
                         IYZ =    0.000          IYZ =    0.000    
                         IZX =    0.000          IZX =    0.000    


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.457313E-04
     2  0.344349E-03
     3  0.344349E-03

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 254180268 at element 948.                                     
 Minimum = 61400782.5 at element 2.                                      

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

        1       166  PLANE183      0.000   0.000000
        2       244  PLANE183      0.000   0.000000
        3       240  PLANE183      0.016   0.000065
        4        64  CONTA172      0.000   0.000000
        5        64  TARGE169      0.000   0.000000
        6        64  CONTA172      0.000   0.000000
        7        64  TARGE169      0.000   0.000000
        8        28  CONTA172      0.000   0.000000
        9        28  TARGE169      0.000   0.000000
       10         5  SURF153       0.000   0.000000
 Time at end of element matrix formulation CP = 1.1875.                  

 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb
  FOR POSSIBLE RESUME FROM THIS POINT
     FORCE CONVERGENCE VALUE  =  0.3303      CRITERION=  0.1685E-02

 DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
  Number of equations =        4161,    Maximum wavefront =     46

  Local memory allocated for solver              =      3.792 MB
  Local memory required for in-core solution     =      3.649 MB
  Local memory required for out-of-core solution =      2.343 MB

  Total memory allocated for solver              =      6.980 MB
  Total memory required for in-core solution     =      6.718 MB
  Total memory required for out-of-core solution =      4.341 MB

 *** NOTE ***                            CP =       1.281   TIME= 14:19:30
 The Distributed Sparse Matrix Solver is currently running in the        
 in-core memory mode.  This memory mode uses the most amount of memory   
 in order to avoid using the hard drive as much as possible, which most  
 often results in the fastest solution time.  This mode is recommended   
 if enough physical memory is present to accommodate all of the solver   
 data.                                                                   
 curEqn=   2296  totEqn=   2296 Job CP sec=      1.297
      Factor Done= 100% Factor Wall sec=      0.016 rate=    1110.7 Mflops
 Distributed sparse solver maximum pivot= 450617096 at node 842 UY.      
 Distributed sparse solver minimum pivot= 7864049.68 at node 9 UX.       
 Distributed sparse solver minimum pivot in absolute value= 7864049.68   
 at node 9 UX.                                                           
     DISP CONVERGENCE VALUE   =  0.1517E-06  CRITERION=  0.7739E-08
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1517E-06
     DISP CONVERGENCE VALUE   =  0.1517E-06  CRITERION=  0.3281E-06 <<< CONVERGED
      The calculated reference DISP CONVERGENCE VALUE   =  0.1517E-06
       is less than MINREF (which can be modified on the CNVTOL command).
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1517E-06
     FORCE CONVERGENCE VALUE  =  0.5291      CRITERION=  0.2891E-02
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5211E-07
     DISP CONVERGENCE VALUE   =  0.5211E-07  CRITERION=  0.3348E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.5211E-07
     FORCE CONVERGENCE VALUE  =  0.4537      CRITERION=  0.3039E-02
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1029E-06
     DISP CONVERGENCE VALUE   =  0.1026E-06  CRITERION=  0.3416E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.9972     SCALED MAX DOF INC =  0.1026E-06
     FORCE CONVERGENCE VALUE  =  0.7679E-01  CRITERION=  0.3153E-02
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.6158E-08
     DISP CONVERGENCE VALUE   =  0.6158E-08  CRITERION=  0.3486E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.6158E-08
     FORCE CONVERGENCE VALUE  =  0.9296E-02  CRITERION=  0.3287E-02
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3794E-09
     DISP CONVERGENCE VALUE   =  0.3794E-09  CRITERION=  0.3557E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.3794E-09
     FORCE CONVERGENCE VALUE  =  0.5785E-08  CRITERION=  0.3360E-02 <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   5

   *** ELEMENT RESULT CALCULATION TIMES
     TYPE    NUMBER   ENAME      TOTAL CP  AVE CP

        1       166  PLANE183      0.000   0.000000
        2       244  PLANE183      0.031   0.000128
        3       240  PLANE183      0.016   0.000065
        4        62  CONTA172      0.000   0.000000
        6        60  CONTA172      0.000   0.000000
        8        28  CONTA172      0.000   0.000000
       10         5  SURF153       0.000   0.000000

   *** NODAL LOAD CALCULATION TIMES
     TYPE    NUMBER   ENAME      TOTAL CP  AVE CP

        1       166  PLANE183      0.000   0.000000
        2       244  PLANE183      0.016   0.000064
        3       240  PLANE183      0.016   0.000065
        4        62  CONTA172      0.000   0.000000
        6        60  CONTA172      0.000   0.000000
        8        28  CONTA172      0.000   0.000000
       10         5  SURF153       0.000   0.000000
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      5
 *** TIME =   1.00000         TIME INC =   1.00000    


 *** ANSYS BINARY FILE STATISTICS
  BUFFER SIZE USED= 16384
        1.062 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav
        0.625 MB WRITTEN ON ASSEMBLED MATRIX FILE: file0.full
        0.562 MB WRITTEN ON RESULTS FILE: file0.rst
 *************** Write FE CONNECTORS *********

 WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce                                                                                                                                                                                                                                                             
 ****************************************************
 *************** FINISHED SOLVE FOR LS 1 *************

 *GET  _WALLASOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.3252778    

 PRINTOUT RESUMED BY /GOP

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         2.016



 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2021 R2          21.2     ***
 DISTRIBUTED Ansys Mechanical Enterprise Academic Student      

 00000000  VERSION=WINDOWS x64   14:19:31  MAR 03, 2022 CP=      2.016

 Keyway--Static Structural (B5)                                                



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

 *** NOTE ***                            CP =       2.016   TIME= 14:19:31
 Reading results into the database (SET command) will update the current 
 displacement and force boundary conditions in the database with the     
 values from the results file for that load set.  Note that any          
 subsequent solutions will use these values unless action is taken to    
 either SAVE the current values or not overwrite them (/EXIT,NOSAVE).    

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

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

 DATABASE WRITTEN ON FILE  parm.xml                                                                                                                                                                                                                                                            

 EXIT THE ANSYS POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =         2.016



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  14.3252778    

 PARAMETER _PREPTIME =     0.000000000    

 PARAMETER _SOLVTIME =     2.000000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     2.000000000    

 *GET  _DLBRATIO  FROM  ACTI  ITEM=SOLU DLBR  VALUE=  1.04358354    

 *GET  _COMBTIME  FROM  ACTI  ITEM=SOLU COMB  VALUE= 0.282662000E-01

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

 *GET  _NDOFS    FROM  ACTI  ITEM=SOLU NDOF  VALUE=  4161.00000    
 --- Total number of nodes = 2109
 --- Total number of elements = 967
 --- Element load balance ratio = 1.04358354
 --- Time to combine distributed files = 2.82662E-02
 --- Sparse memory mode = 2
 --- Number of DOF = 4161

 EXIT ANSYS WITHOUT SAVING DATABASE


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          2
 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: 2021 R2            Build: 21.2       Update: UP20210601   Platform: WINDOWS x64 
Date Run: 03/03/2022   Time: 14:19     Process ID: 6160
Operating System: Windows 10  (Build: 17763)

Processor Model: Intel(R) Core(TM) i9-9880H CPU @ 2.30GHz

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 20191125
          BLAS Library supplied by Intel(R) MKL

Number of machines requested            :    1
Total number of cores available         :    2
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 2019 Update 9 for Windows* OS


GPU Acceleration: Not Requested

Job Name: file0
Input File: \\Mac\Home\Documents\Education-4\ANSYS model\_ProjectScratch\ScrF3F1\dummy.dat

  Core                Machine Name   Working Directory
 -----------------------------------------------------
     0             ALEXSZATMAR4370   \\Mac\Home\Documents\Education-4\ANSYS model\_ProjectScratch\ScrF3F1
     1             ALEXSZATMAR4370   \\Mac\Home\Documents\Education-4\ANSYS model\_ProjectScratch\ScrF3F1
 
Latency time from master to core     1 =   14.146 microseconds
 
Communication speed from master to core     1 =  2524.49 MB/sec

Total CPU time for main thread                    :        2.1 seconds
Total CPU time summed for all threads             :        2.1 seconds

Elapsed time spent obtaining a license            :        0.5 seconds
Elapsed time spent pre-processing model (/PREP7)  :        0.0 seconds
Elapsed time spent solution - preprocessing       :        0.1 seconds
Elapsed time spent computing solution             :        1.6 seconds
Elapsed time spent solution - postprocessing      :        0.0 seconds
Elapsed time spent post-processing model (/POST1) :        0.0 seconds
 
Equation solver used                              :            Sparse (symmetric)

Maximum total memory used                         :       89.0 MB
Maximum total memory allocated                    :     3136.0 MB
Total physical memory available                   :          4 GB

Total amount of I/O written to disk               :        0.0 GB
Total amount of I/O read from disk                :        0.1 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 2021 R2               Build 21.2         UP20210601     WINDOWS x64 |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 | Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
 | Maximum Database Used       2 MB    Maximum Scratch Memory Used     43 MB |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =          2.094       Time  =  14:19:31        |
 |        Elapsed Time (sec) =          4.000       Date  =  03/03/2022      |
 |                                                                           |
 *---------------------------------------------------------------------------*



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