
 ANSYS Multiphysics                                


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 ***************************************************************
 *                  ANSYS 15.0 LEGAL NOTICES                   *
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 Point Releases and Patches installed:   
     
 ANSYS, Inc. Products 15.0   
 ANSYS Mechanical Products 15.0  
 ANSYS Autodyn 15.0  
 ANSYS LS-DYNA 15.0  
 ANSYS CFX (includes ANSYS CFD-Post) 15.0
 ANSYS Fluent (includes ANSYS CFD-Post) 15.0 
 ANSYS TurboGrid 15.0
 ANSYS Polyflow (includes ANSYS CFD-Post) 15.0   
 ANSYS Aqwa 15.0 
 ANSYS ICEM CFD 15.0 
 ANSYS Icepak (includes ANSYS CFD-Post) 15.0 
 Catia, Version 5 15.0   
 Catia, Version 6 15.0   
 ANSYS, Inc. License Manager 15.0


          *****  ANSYS COMMAND LINE ARGUMENTS  *****
  BATCH MODE REQUESTED (-b)    = NOLIST
  INPUT FILE COPY MODE (-c)    = COPY
     2 PARALLEL CPUS REQUESTED
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD

 User Link path (ANS_USER_PATH): D:\Program Files\ANSYS Inc\v150\multiPlasDll_5.1.0                                                                                                                                                                                                      

 65420046          VERSION=WINDOWS x64     RELEASE= 15.0     UP20131014
 CURRENT JOBNAME=file  15:40:03  DEC 01, 2014 CP=      1.186
 Note - This ANSYS version was linked by Licensee

 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=  15.6675000    

 TITLE= 
 ForceDisp--Static Structural (B5)                                             


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

 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = F:\demo\ex3\_ProjectScratch\Scr2FAE\

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

 PARAMETER _WB_SOLVERFILES_DIR(1) = F:\demo\ex3\ForceDisp_files\dp0\SYS\MECH\

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

 PARAMETER _WB_USERFILES_DIR(1) = F:\demo\ex3\ForceDisp_files\user_files\
 --- Data in consistent NMM units.

 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 
1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 15.0      *****
 ANSYS Multiphysics                                
 65420046          VERSION=WINDOWS x64   15:40:03  DEC 01, 2014 CP=      1.248

 ForceDisp--Static Structural (B5)                                             
 Note - This ANSYS version was linked by Licensee

          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "Solid" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Send Named Selection as Node Component ***********
 *********** Fixed Supports ***********
 ******* Constant Zero Displacement X *******
 *********** Create Displacement Tables and Functions ******


 ***** ROUTINE COMPLETED *****  CP =         1.248


 --- Number of total nodes = 1311
 --- Number of contact elements = 0
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 172
 --- Number of total elements = 172

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  15.6675000    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

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


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 LARGE DEFORMATION ANALYSIS

 NEW SOLUTION CONTROL OPTION IS ACTIVATED,
 THE FOLLOWING COMMANDS ARE RESET TO NEW DEFAULTS: 
 AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT,
 TINTP, CUTCONTROL, OPNCONTROL, MONITOR, NEQIT, SSTIF, KBC.

 CONTACT TIME PREDICTIONS ARE BASED ON ELEMENT KEYOPT(7) SPECIFIED 

 USE SPARSE MATRIX DIRECT SOLVER

 CONTACT INFORMATION PRINTOUT LEVEL       1

 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 ****************
 *** Set Displacements ***
 CMBLOCK read of NODE component _CM29UY_YN  completed

 SELECT      COMPONENT _CM29UY_YN                      

 SPECIFIED CONSTRAINT UY   FOR SELECTED NODES         1 TO     1311 BY        1
 SET ACCORDING TO TABLE PARAMETER = _LOADVARI29YN

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE         1 TO       1311 STEP          1

       1311  NODES (OF       1311  DEFINED) SELECTED BY NSEL  COMMAND.

 PRINTOUT RESUMED BY /GOP

 USE AUTOMATIC TIME STEPPING THIS LOAD STEP

 USE      30 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
 FOR AUTOMATIC TIME STEPPING:
   USE     30 SUBSTEPS AS A MAXIMUM
   USE     30 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 =       1.248   TIME= 15:40:03
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       1.248   TIME= 15:40:03
 The model data was checked and warning messages were found.             
  Please review output or errors file (                                  
 F:\demo\ex3\_ProjectScratch\Scr2FAE\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


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 15.0      *****
 ANSYS Multiphysics                                
 65420046          VERSION=WINDOWS x64   15:40:03  DEC 01, 2014 CP=      1.248

 ForceDisp--Static Structural (B5)                                             
 Note - This ANSYS version was linked by Licensee

                       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 . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE)
   OFFSET TEMPERATURE FROM ABSOLUTE ZERO . . . . .  273.15    
   NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON
   EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE             
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** NOTE ***                            CP =       1.279   TIME= 15:40:03
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

 *** NOTE ***                            CP =       1.279   TIME= 15:40:03
 The conditions for direct assembly have been met.  No .emat or .erot    
 files will be produced.                                                 

                      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 . . . . . . . . .    30
      MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . .    30
      MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .    30
   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               
      STRS        ALL               
      EPEL        ALL               
      EPPL        ALL               


 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                           



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

   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
               Translational mass               |   Coupled translational/rotational mass
        0.10459E-05    0.0000        0.0000     |     0.0000       0.15689E-05  -0.16671E-04
         0.0000       0.10459E-05    0.0000     |   -0.15689E-05    0.0000      -0.20353E-04
         0.0000        0.0000       0.10459E-05 |    0.16671E-04   0.20353E-04    0.0000    
     ------------------------------------------ | ------------------------------------------
                                                |         Rotational mass (inertia)
                                                |    0.32622E-03   0.25098E-03   0.30529E-04
                                                |    0.25098E-03   0.50514E-03  -0.25007E-04
                                                |    0.30529E-04  -0.25007E-04   0.82508E-03

   TOTAL MASS = 0.10459E-05
     The mass principal axes coincide with the global Cartesian axes

   CENTER OF MASS (X,Y,Z)=   -19.459        15.939        1.5000    

   TOTAL INERTIA ABOUT CENTER OF MASS
        0.58137E-04  -0.73422E-04  -0.27105E-19
       -0.73422E-04   0.10675E-03   0.10164E-19
       -0.27105E-19   0.10164E-19   0.16332E-03

   PRINCIPAL INERTIAS =   0.51027E-05   0.15979E-03   0.16332E-03
   ORIENTATION VECTORS OF THE INERTIA PRINCIPAL AXES IN GLOBAL CARTESIAN
     ( 0.811, 0.586, 0.000) (-0.586, 0.811, 0.000) ( 0.000, 0.000, 1.000) 


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.104594E-05

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 507470.597 at element 169.                                    
 Minimum = 345909.158 at element 68.                                     

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

     1       172  SOLID186      0.125   0.000726
 Time at end of element matrix formulation CP = 1.49760962.              

 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb
  FOR POSSIBLE RESUME FROM THIS POINT
     FORCE CONVERGENCE VALUE  = 0.3676E+06  CRITERION=  1876.    

 SPARSE MATRIX DIRECT SOLVER.
  Number of equations =        3828,    Maximum wavefront =    201
  Memory allocated for solver =                 33.262 MB
  Memory required for in-core =                  8.579 MB
  Optimal memory required for out-of-core =      2.461 MB
  Minimum memory required for out-of-core =      2.388 MB

 *** NOTE ***                            CP =       1.591   TIME= 15:40:03
 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.                                                                   
 curEqn=   3829  totEqn=   3828 Job CP sec=      1.638
      Factor Done= 100% Factor Wall sec=      0.015 rate=    2617.9 Mflops
 Sparse solver maximum pivot= 599910.185 at node 607 UX.                 
 Sparse solver minimum pivot= 154.205779 at node 911 UZ.                 
 Sparse solver minimum pivot in absolute value= 154.205779 at node 911   
 UZ.                                                                     
     DISP CONVERGENCE VALUE   =  21.35      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  -1.167    
     FORCE CONVERGENCE VALUE  = 0.1636E+05  CRITERION=  7.040    
     DISP CONVERGENCE VALUE   =  2.010      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.6673E-01
     FORCE CONVERGENCE VALUE  =  130.9      CRITERION=  5.955    
     DISP CONVERGENCE VALUE   = 0.2974      CRITERION= 0.5833E-01
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1536E-01
     FORCE CONVERGENCE VALUE  =  9.201      CRITERION=  6.465    
     DISP CONVERGENCE VALUE   = 0.3635E-02  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1499E-03
     FORCE CONVERGENCE VALUE  = 0.1337E-01  CRITERION=  6.597     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   4

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

     1       172  SOLID186      0.031   0.000181

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

     1       172  SOLID186      0.031   0.000181
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      4
 *** TIME =  0.333333E-01     TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.2927E+05  CRITERION=  12.17    
     DISP CONVERGENCE VALUE   =  3.298      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1145    
     FORCE CONVERGENCE VALUE  =  374.4      CRITERION=  10.36    
     DISP CONVERGENCE VALUE   = 0.5734      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2936E-01
     FORCE CONVERGENCE VALUE  =  33.99      CRITERION=  11.43    
     DISP CONVERGENCE VALUE   = 0.1324E-01  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.5137E-03
     FORCE CONVERGENCE VALUE  = 0.4420E-01  CRITERION=  11.66     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     2  COMPLETED.    CUM ITER =      7
 *** TIME =  0.666667E-01     TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.2432E+05  CRITERION=  15.86    
     DISP CONVERGENCE VALUE   =  2.601      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.9386E-01
     FORCE CONVERGENCE VALUE  =  257.6      CRITERION=  14.87    
     DISP CONVERGENCE VALUE   = 0.4312      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2123E-01
     FORCE CONVERGENCE VALUE  =  18.56      CRITERION=  15.70    
     DISP CONVERGENCE VALUE   = 0.6014E-02  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2330E-03
     FORCE CONVERGENCE VALUE  = 0.2143E-01  CRITERION=  16.02     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     3  COMPLETED.    CUM ITER =     10
 *** TIME =  0.100000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.2109E+05  CRITERION=  19.17    
     DISP CONVERGENCE VALUE   =  2.147      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.7999E-01
     FORCE CONVERGENCE VALUE  =  192.8      CRITERION=  18.65    
     DISP CONVERGENCE VALUE   = 0.3487      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1660E-01
     FORCE CONVERGENCE VALUE  =  11.55      CRITERION=  19.37     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.3038E-02  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.1233E-03
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     4  COMPLETED.    CUM ITER =     13
 *** TIME =  0.133333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1884E+05  CRITERION=  22.13    
     DISP CONVERGENCE VALUE   =  1.838      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.7022E-01
     FORCE CONVERGENCE VALUE  =  152.9      CRITERION=  21.90    
     DISP CONVERGENCE VALUE   = 0.2979      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1380E-01
     FORCE CONVERGENCE VALUE  =  7.963      CRITERION=  22.58     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.1717E-02  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.7681E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     5  COMPLETED.    CUM ITER =     16
 *** TIME =  0.166667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1719E+05  CRITERION=  24.77    
     DISP CONVERGENCE VALUE   =  1.618      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.6308E-01
     FORCE CONVERGENCE VALUE  =  126.5      CRITERION=  24.75    
     DISP CONVERGENCE VALUE   = 0.2658      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1204E-01
     FORCE CONVERGENCE VALUE  =  5.972      CRITERION=  25.41     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.1088E-02  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.5489E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     6  COMPLETED.    CUM ITER =     19
 *** TIME =  0.200000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1595E+05  CRITERION=  27.13    
     DISP CONVERGENCE VALUE   =  1.456      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5761E-01
     FORCE CONVERGENCE VALUE  =  108.0      CRITERION=  27.26    
     DISP CONVERGENCE VALUE   = 0.2455      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1090E-01
     FORCE CONVERGENCE VALUE  =  4.796      CRITERION=  27.93     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.7735E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.4363E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     7  COMPLETED.    CUM ITER =     22
 *** TIME =  0.233333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1499E+05  CRITERION=  29.24    
     DISP CONVERGENCE VALUE   =  1.334      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5333E-01
     FORCE CONVERGENCE VALUE  =  94.45      CRITERION=  29.48    
     DISP CONVERGENCE VALUE   = 0.2330      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1015E-01
     FORCE CONVERGENCE VALUE  =  4.072      CRITERION=  30.17     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.6129E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.3738E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     8  COMPLETED.    CUM ITER =     25
 *** TIME =  0.266667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1423E+05  CRITERION=  31.13    
     DISP CONVERGENCE VALUE   =  1.240      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4984E-01
     FORCE CONVERGENCE VALUE  =  84.30      CRITERION=  31.45    
     DISP CONVERGENCE VALUE   = 0.2256      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9652E-02
     FORCE CONVERGENCE VALUE  =  3.615      CRITERION=  32.16     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.5302E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.3358E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     9  COMPLETED.    CUM ITER =     28
 *** TIME =  0.300000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1363E+05  CRITERION=  32.80    
     DISP CONVERGENCE VALUE   =  1.165      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4692E-01
     FORCE CONVERGENCE VALUE  =  76.50      CRITERION=  33.20    
     DISP CONVERGENCE VALUE   = 0.2217      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9323E-02
     FORCE CONVERGENCE VALUE  =  3.323      CRITERION=  33.93     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4873E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.3109E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    10  COMPLETED.    CUM ITER =     31
 *** TIME =  0.333333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1316E+05  CRITERION=  34.29    
     DISP CONVERGENCE VALUE   =  1.105      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4440E-01
     FORCE CONVERGENCE VALUE  =  70.41      CRITERION=  34.73    
     DISP CONVERGENCE VALUE   = 0.2200      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9092E-02
     FORCE CONVERGENCE VALUE  =  3.136      CRITERION=  35.49     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4646E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2948E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    11  COMPLETED.    CUM ITER =     34
 *** TIME =  0.366667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1279E+05  CRITERION=  35.58    
     DISP CONVERGENCE VALUE   =  1.057      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4218E-01
     FORCE CONVERGENCE VALUE  =  65.64      CRITERION=  36.07    
     DISP CONVERGENCE VALUE   = 0.2197      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8915E-02
     FORCE CONVERGENCE VALUE  =  3.016      CRITERION=  36.85     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4516E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2821E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    12  COMPLETED.    CUM ITER =     37
 *** TIME =  0.400000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1251E+05  CRITERION=  36.71    
     DISP CONVERGENCE VALUE   =  1.017      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4017E-01
     FORCE CONVERGENCE VALUE  =  61.91      CRITERION=  37.23    
     DISP CONVERGENCE VALUE   = 0.2200      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8758E-02
     FORCE CONVERGENCE VALUE  =  2.939      CRITERION=  38.03     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4430E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2711E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    13  COMPLETED.    CUM ITER =     40
 *** TIME =  0.433333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1232E+05  CRITERION=  37.66    
     DISP CONVERGENCE VALUE   = 0.9837      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3830E-01
     FORCE CONVERGENCE VALUE  =  59.05      CRITERION=  38.22    
     DISP CONVERGENCE VALUE   = 0.2204      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8616E-02
     FORCE CONVERGENCE VALUE  =  2.887      CRITERION=  39.03     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4364E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2617E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    14  COMPLETED.    CUM ITER =     43
 *** TIME =  0.466667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1221E+05  CRITERION=  38.46    
     DISP CONVERGENCE VALUE   = 0.9568      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3652E-01
     FORCE CONVERGENCE VALUE  =  56.98      CRITERION=  39.04    
     DISP CONVERGENCE VALUE   = 0.2205      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8451E-02
     FORCE CONVERGENCE VALUE  =  2.850      CRITERION=  39.87     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4316E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2522E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    15  COMPLETED.    CUM ITER =     46
 *** TIME =  0.500000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1217E+05  CRITERION=  39.11    
     DISP CONVERGENCE VALUE   = 0.9352      CRITERION= 0.5833E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3487E-01
     FORCE CONVERGENCE VALUE  =  55.64      CRITERION=  39.71    
     DISP CONVERGENCE VALUE   = 0.2200      CRITERION= 0.5833E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8273E-02
     FORCE CONVERGENCE VALUE  =  2.820      CRITERION=  40.55     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4315E-03  CRITERION= 0.5833E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2427E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    16  COMPLETED.    CUM ITER =     49
 *** TIME =  0.533333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1221E+05  CRITERION=  39.61    
     DISP CONVERGENCE VALUE   = 0.9187      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3581E-01
     FORCE CONVERGENCE VALUE  =  55.04      CRITERION=  40.23    
     DISP CONVERGENCE VALUE   = 0.2187      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8062E-02
     FORCE CONVERGENCE VALUE  =  2.791      CRITERION=  41.08     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4419E-03  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2339E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    17  COMPLETED.    CUM ITER =     52
 *** TIME =  0.566667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1233E+05  CRITERION=  39.98    
     DISP CONVERGENCE VALUE   = 0.9070      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3685E-01
     FORCE CONVERGENCE VALUE  =  55.21      CRITERION=  40.61    
     DISP CONVERGENCE VALUE   = 0.2163      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7824E-02
     FORCE CONVERGENCE VALUE  =  2.762      CRITERION=  41.46     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4724E-03  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC = -0.2275E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    18  COMPLETED.    CUM ITER =     55
 *** TIME =  0.600000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1253E+05  CRITERION=  40.22    
     DISP CONVERGENCE VALUE   = 0.9002      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3795E-01
     FORCE CONVERGENCE VALUE  =  56.23      CRITERION=  40.87    
     DISP CONVERGENCE VALUE   = 0.2129      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7633E-02
     FORCE CONVERGENCE VALUE  =  2.732      CRITERION=  41.72     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.5332E-03  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.2262E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    19  COMPLETED.    CUM ITER =     58
 *** TIME =  0.633333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1280E+05  CRITERION=  40.35    
     DISP CONVERGENCE VALUE   = 0.8985      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3908E-01
     FORCE CONVERGENCE VALUE  =  58.18      CRITERION=  41.02    
     DISP CONVERGENCE VALUE   = 0.2084      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7504E-02
     FORCE CONVERGENCE VALUE  =  2.704      CRITERION=  41.87     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.6328E-03  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.2752E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    20  COMPLETED.    CUM ITER =     61
 *** TIME =  0.666667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1315E+05  CRITERION=  40.39    
     DISP CONVERGENCE VALUE   = 0.9017      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4022E-01
     FORCE CONVERGENCE VALUE  =  61.17      CRITERION=  41.07    
     DISP CONVERGENCE VALUE   = 0.2029      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7344E-02
     FORCE CONVERGENCE VALUE  =  2.683      CRITERION=  41.91     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.7761E-03  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.3355E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    21  COMPLETED.    CUM ITER =     64
 *** TIME =  0.700000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1357E+05  CRITERION=  40.34    
     DISP CONVERGENCE VALUE   = 0.9101      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4135E-01
     FORCE CONVERGENCE VALUE  =  65.29      CRITERION=  41.04    
     DISP CONVERGENCE VALUE   = 0.1966      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7145E-02
     FORCE CONVERGENCE VALUE  =  2.674      CRITERION=  41.87     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.9653E-03  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.4085E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    22  COMPLETED.    CUM ITER =     67
 *** TIME =  0.733333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1407E+05  CRITERION=  40.24    
     DISP CONVERGENCE VALUE   = 0.9233      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4245E-01
     FORCE CONVERGENCE VALUE  =  70.66      CRITERION=  40.97    
     DISP CONVERGENCE VALUE   = 0.1898      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6930E-02
     FORCE CONVERGENCE VALUE  =  2.686      CRITERION=  41.78     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.1203E-02  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.4953E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    23  COMPLETED.    CUM ITER =     70
 *** TIME =  0.766667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1465E+05  CRITERION=  40.12    
     DISP CONVERGENCE VALUE   = 0.9410      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4352E-01
     FORCE CONVERGENCE VALUE  =  77.40      CRITERION=  40.88    
     DISP CONVERGENCE VALUE   = 0.1830      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6680E-02
     FORCE CONVERGENCE VALUE  =  2.727      CRITERION=  41.66     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.1492E-02  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.5979E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    24  COMPLETED.    CUM ITER =     73
 *** TIME =  0.800000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1530E+05  CRITERION=  40.00    
     DISP CONVERGENCE VALUE   = 0.9628      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4453E-01
     FORCE CONVERGENCE VALUE  =  85.65      CRITERION=  40.81    
     DISP CONVERGENCE VALUE   = 0.1767      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6441E-02
     FORCE CONVERGENCE VALUE  =  2.812      CRITERION=  41.57     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.1837E-02  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.7176E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    25  COMPLETED.    CUM ITER =     76
 *** TIME =  0.833333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1603E+05  CRITERION=  39.95    
     DISP CONVERGENCE VALUE   = 0.9879      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4547E-01
     FORCE CONVERGENCE VALUE  =  95.60      CRITERION=  40.82    
     DISP CONVERGENCE VALUE   = 0.1721      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6559E-02
     FORCE CONVERGENCE VALUE  =  2.957      CRITERION=  41.54     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.2246E-02  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.8563E-04
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    26  COMPLETED.    CUM ITER =     79
 *** TIME =  0.866667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1684E+05  CRITERION=  40.02    
     DISP CONVERGENCE VALUE   =  1.016      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4633E-01
     FORCE CONVERGENCE VALUE  =  107.5      CRITERION=  40.96    
     DISP CONVERGENCE VALUE   = 0.1706      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6845E-02
     FORCE CONVERGENCE VALUE  =  3.191      CRITERION=  41.64     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.2727E-02  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.1017E-03
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    27  COMPLETED.    CUM ITER =     82
 *** TIME =  0.900000         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1773E+05  CRITERION=  40.27    
     DISP CONVERGENCE VALUE   =  1.045      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4709E-01
     FORCE CONVERGENCE VALUE  =  121.5      CRITERION=  41.31    
     DISP CONVERGENCE VALUE   = 0.1744      CRITERION= 0.5834E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7333E-02
     FORCE CONVERGENCE VALUE  =  3.562      CRITERION=  41.95     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.3288E-02  CRITERION= 0.5834E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.1201E-03
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    28  COMPLETED.    CUM ITER =     85
 *** TIME =  0.933333         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1871E+05  CRITERION=  40.81    
     DISP CONVERGENCE VALUE   =  1.076      CRITERION= 0.5834E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4776E-01
     FORCE CONVERGENCE VALUE  =  138.2      CRITERION=  41.96    
     DISP CONVERGENCE VALUE   = 0.1859      CRITERION= 0.5843E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8067E-02
     FORCE CONVERGENCE VALUE  =  4.146      CRITERION=  42.57     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.3938E-02  CRITERION= 0.5843E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.1410E-03
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    29  COMPLETED.    CUM ITER =     88
 *** TIME =  0.966667         TIME INC =  0.333333E-01
 *** AUTO STEP TIME:  NEXT TIME INC = 0.33333E-01  UNCHANGED

     FORCE CONVERGENCE VALUE  = 0.1978E+05  CRITERION=  41.73    
     DISP CONVERGENCE VALUE   =  1.108      CRITERION= 0.5843E-01
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4830E-01
     FORCE CONVERGENCE VALUE  =  158.1      CRITERION=  43.04    
     DISP CONVERGENCE VALUE   = 0.2069      CRITERION= 0.5862E-01
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9055E-02
     FORCE CONVERGENCE VALUE  =  5.059      CRITERION=  43.60     <<< CONVERGED
     DISP CONVERGENCE VALUE   = 0.4675E-02  CRITERION= 0.5862E-01 <<< CONVERGED
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC =  0.1640E-03
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP    30  COMPLETED.    CUM ITER =     91
 *** TIME =   1.00000         TIME INC =  0.333333E-01


 *** ANSYS BINARY FILE STATISTICS
  BUFFER SIZE USED= 16384
        1.125 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav
        2.812 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full
        7.250 MB WRITTEN ON RESULTS FILE: file.rst
 *************** Write FE CONNECTORS *********

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

 PARAMETER _DS_PROGRESS  DELETED.

 *GET  _WALLASOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  15.6702778    

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =        20.889


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 15.0      *****
 ANSYS Multiphysics                                
 65420046          VERSION=WINDOWS x64   15:40:13  DEC 01, 2014 CP=     20.889

 ForceDisp--Static Structural (B5)                                             
 Note - This ANSYS version was linked by Licensee

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

 *** NOTE ***                            CP =      20.889   TIME= 15:40:13
 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).    

 *** WARNING ***                         CP =      20.889   TIME= 15:40:13
 NUMBEROF is not a recognized POST1 command, abbreviation, or macro.     
  This command will be ignored.                                          

 *GET  NUMSUBST  FROM  ACTI  ITEM=SET  SBST  VALUE=  30.0000000    

 SET PARAMETER DIMENSIONS ON  COMM_ TYPE=CHAR  DIMENSIONS=     1     2     1

 PARAMETER COMM_(1,1) = disp    

 PARAMETER COMM_(1,2) = force   

 SET PARAMETER DIMENSIONS ON  DISPREACT
  TYPE=ARRA  DIMENSIONS=       30        2        1

 *DO LOOP ON PARAMETER= I FROM  1.0000     TO  30.000     BY  1.0000    


 USE LOAD STEP     1  SUBSTEP     1  FOR LOAD CASE 0 

 SET COMMAND GOT LOAD STEP=     1  SUBSTEP=     1  CUMULATIVE ITERATION=     4
   TIME/FREQUENCY= 0.33333E-01
 TITLE= ForceDisp--Static Structural (B5)                                       

 SELECT      COMPONENT LOADSURF                        

 *GET  NNODE_    FROM  NODE  ITEM=COUN       VALUE=  21.0000000    

 *GET  NMIN_     FROM  NODE  ITEM=NUM  MIN   VALUE=  128.000000    

 PARAMETER FORCE_ =     0.000000000    

 *DO LOOP ON PARAMETER= J FROM  1.0000     TO  21.000     BY  1.0000    

 *GET  REAC_     FROM  NODE     128  ITEM=RF   FY    VALUE= -68.4004495    

 PARAMETER FORCE_ =    -68.40044954    

 PARAMETER NMIN_ =     129.0000000    

 *ENDDO  INDEX= J                               

 PARAMETER DISPREACT(I,2) =     90.22029864    

 *GET  NODEMIN   FROM  NODE  ITEM=NUM  MIN   VALUE=  128.000000    

 *GET  DISP_     FROM  NODE    128  ITEM=U    Y     VALUE= -1.16666667    

 PARAMETER DISPREACT(I,1) =     1.166666667    

 *ENDDO  INDEX= I                               

 SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW

 OPENED FILE= force_disp.txt FOR COMMAND FILE DATA 


  COMMAND FILE CLOSED 


 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 =        21.169



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  15.6702778    

 PARAMETER _PREPTIME =     0.000000000    

 PARAMETER _SOLVTIME =     10.00000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     10.00000000    

 EXIT ANSYS WITHOUT SAVING DATABASE


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          2
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0

+--------------------- A N S Y S   S T A T I S T I C S ------------------------+

Release: 15.0       Build: UP20131014   Platform: WINDOWS x64 
Date Run: 12/01/2014   Time: 15:40
Windows Process ID:         7760

Processor Model:        Intel(R) Core(TM) i5-2450M CPU @ 2.50GHz

Compiler: Intel(R) FORTRAN Compiler Version 12.1.0  (Build: 20120928)
          Microsoft(R) Visual C/C++ Compiler Version 16.0  (Build: 40219)
          Intel(R) Math Kernel Library Version 11.0.5 Product Build 20130612

Total number of cores available    :    4
Number of physical cores available :    2
Number of cores requested          :    2 (Shared Memory Parallel)

GPU Acceleration: Not Requested

Job Name: file
Working Directory: F:\demo\ex3\_ProjectScratch\Scr2FAE

Total CPU time for main thread                    :       11.2 seconds
Total CPU time summed for all threads             :       21.2 seconds

Elapsed time spent pre-processing model (/PREP7)  :        0.0 seconds
Elapsed time spent solution - preprocessing       :        0.0 seconds
Elapsed time spent computing solution             :        9.8 seconds
Elapsed time spent solution - postprocessing      :        0.0 seconds
Elapsed time spent post-processing model (/POST1) :        0.1 seconds

Equation solver computational rate                :     2914.1 Mflops

Maximum total memory used                         :       47.0 MB
Maximum total memory allocated                    :     1088.0 MB
Maximum total memory available                    :          8 GB

+------------------ E N D   A N S Y S   S T A T I S T I C S -------------------+


 *---------------------------------------------------------------------------*
 |                                                                           |
 |                            ANSYS RUN COMPLETED                            |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |            Release 15.0           UP20131014         WINDOWS x64          |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 | Database Requested(-db)   512 MB    Scratch Memory Requested       512 MB |
 | Maximum Database Used       2 MB    Maximum Scratch Memory Used     45 MB |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =         21.169       Time  =  15:40:13        |
 |        Elapsed Time (sec) =         13.000       Date  =  12/01/2014      |
 |                                                                           |
 *---------------------------------------------------------------------------*
