
 ANSYS Multiphysics                                


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 |   W E L C O M E   T O   T H E   A N S Y S   P R O G R A M   |
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 *                  ANSYS 12.0 LEGAL NOTICES                   *
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                      Completing ANSYS Load Process.



          *****  ANSYS COMMAND LINE ARGUMENTS  *****
  BATCH MODE REQUESTED (-b)    = NOLIST
  INPUT FILE COPY MODE (-c)    = COPY
    2 PARALLEL CPUS REQUESTED
  MEMORY REQUESTED (MB)        = 96          
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD
  DATABASE SIZE REQUESTED (MB) = 32          

 00000000          VERSION=INTEL NT        RELEASE= 12.0.1   UP20090415
 CURRENT JOBNAME=file  20:31:06  NOV 02, 2010 CP=      0.469


 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=  20.5183333    
 --- 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 

 *****TRACK MONITOR LEVEL= -1
      TRACK PRINT LEVEL  =  0
      TRACK SUMMARY LEVEL=  0
1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:31:06  NOV 02, 2010 CP=      0.484

                                                                               


          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "Część11.ipt" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Fixed Supports ***********
 *********** Define Force Using Surface Effect Elements ***********


 ***** ROUTINE COMPLETED *****  CP =         0.547


 --- Number of total nodes = 3121
 --- Number of contact elements = 7
 --- Number of spring elements = 0
 --- Number of solid elements = 504
 --- Number of total elements = 511

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.5186111    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

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


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW 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 PRECONDITIONED CONJUGATE GRADIENT SOLVER
  CONVERGENCE TOLERANCE = 1.00000E-08
  MAXIMUM ITERATION     = NumNode*DofPerNode*  1.0000    

 DO NOT SAVE ANY RESTART FILES AT ALL 

 CONTACT INFORMATION PRINTOUT LEVEL    1

 NLDIAG: Nonlinear diagnostics CONT option is set to ON. 
         Writing frequency : each ITERATION.
 ****************************************************
 ******************* SOLVE FOR LS 1 ****************

 SELECT       FOR ITEM=TYPE COMPONENT=    
  IN RANGE       2 TO        2 STEP        1

        7  ELEMENTS (OF      511  DEFINED) SELECTED BY  ESEL  COMMAND.

 SELECT      ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.

       15 NODES (OF     3121  DEFINED) SELECTED FROM
        7 SELECTED ELEMENTS BY NSLE COMMAND.

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  1   KVAL = 1
      SET ACCORDING TO TABLE PARAMETER = _LOADVARI55X                    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  2   KVAL = 1
      SET ACCORDING TO TABLE PARAMETER = _LOADVARI55Y                    

 SPECIFIED SURFACE LOAD PRES FOR ALL SELECTED ELEMENTS  LKEY =  3   KVAL = 1
      SET ACCORDING TO TABLE PARAMETER = _LOADVARI55Z                    

 ALL SELECT   FOR ITEM=NODE COMPONENT=    
  IN RANGE       1 TO     3121 STEP        1

     3121  NODES (OF     3121  DEFINED) SELECTED BY NSEL  COMMAND.

 ALL SELECT   FOR ITEM=ELEM COMPONENT=    
  IN RANGE       1 TO      511 STEP        1

      511  ELEMENTS (OF      511  DEFINED) SELECTED BY  ESEL  COMMAND.

 PRINTOUT RESUMED BY /GOP

 USE       1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
 FOR AUTOMATIC TIME STEPPING:
   USE      1 SUBSTEPS AS A MAXIMUM
   USE      1 SUBSTEPS AS A MINIMUM

 TIME=  1.0000    

 ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.


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

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

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

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

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

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

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

 PRINTOUT RESUMED BY /GOP

 *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000    

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

 *ENDIF

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

 *** NOTE ***                            CP =       0.547   TIME= 20:31:07
 There is no title defined for this analysis.                            

 *** WARNING ***                         CP =       0.562   TIME= 20:31:07
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** WARNING ***                         CP =       0.719   TIME= 20:31:08
 SOLID186 wedges are recommended only in regions of relatively low       
 stress gradients.                                                       

 *** NOTE ***                            CP =       0.734   TIME= 20:31:08
 The model data was checked and warning messages were found.             
  Please review output or errors file ( C:\Documents and                 
 Settings\ja\Pulpit\Submodell\_ProjectScratch\ScrB\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 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:31:08  NOV 02, 2010 CP=      0.734

                                                                               


                       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)
   EQUATION SOLVER OPTION. . . . . . . . . . . . .PCG                
      TOLERANCE. . . . . . . . . . . . . . . . . . 1.00000E-08
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =       0.734   TIME= 20:31:08
 Material number 2 (used by element 505 ) 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 =       0.734   TIME= 20:31:08
 The step data was checked and warning messages were found.              
  Please review output or errors file ( C:\Documents and                 
 Settings\ja\Pulpit\Submodell\_ProjectScratch\ScrB\file.err ) for these  
 warning messages.                                                       

                      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    
   NUMBER OF SUBSTEPS. . . . . . . . . . . . . . .     1
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
   DATABASE OUTPUT CONTROLS
      ITEM     FREQUENCY   COMPONENT
       ALL       NONE               
      NSOL        ALL               
      RSOL        ALL               
      NLOA        ALL               
      STRS        ALL               
      EPEL        ALL               
      EPPL        ALL               


 SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                           


 *** NOTE ***                            CP =       0.922   TIME= 20:31:11
 The PCG solver has automatically set the level of difficulty for this   
 model to 2.                                                             



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

  CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID

  TOTAL MASS =  0.79487E-03

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

  XC = -0.37884E-01      IXX =    2.050          IXX =    1.110    
  YC =  -10.426          IYY =    2.526          IYY =    1.673    
  ZC =   32.759          IZZ =   0.9732          IZZ =   0.8869    
                         IXY =  -0.3139E-03      IXY =   0.5027E-15
                         IYZ =   0.2715          IYZ =  -0.6661E-15
                         IZX =   0.4922          IZX =   0.4912    


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.794872E-03

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 6789446.41 at element 481.                                    
 Minimum = 1308160.26 at element 340.                                    

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

     1     504  SOLID186      1.141   0.002263
     2       7  SURF156       0.016   0.002232
 Time at end of element matrix formulation CP = 1.703125.                
 Iteration=    10 Ratio= 0.116593     Limit= 1.000000E-08 Wall=     0.1
 Iteration=   115 Ratio= 9.685615E-04 Limit= 1.000000E-08 Wall=     0.7
 Iteration=   280 Ratio= 3.015762E-06 Limit= 1.000000E-08 Wall=     2.0

 PRECONDITIONED SOLVER CP TIME      =     3.156
 PRECONDITIONED SOLVER ELAPSED TIME =     3.854

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

     1     504  SOLID186      0.375   0.000744
     2       7  SURF156       0.000   0.000000

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

     1     504  SOLID186      0.000   0.000000
     2       7  SURF156       0.000   0.000000
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      1
 *** TIME =   1.00000         TIME INC =   1.00000      NEW TRIANG MATRIX


 *** ANSYS BINARY FILE STATISTICS
  BUFFER SIZE USED= 16384
        0.063 MB WRITTEN ON ELEMENT MATRIX FILE: file.emat
        0.438 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav
        1.562 MB WRITTEN ON RESULTS FILE: file.rst
 ****************************************************
 *************** FINISHED SOLVE FOR LS 1 *************

 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.db
  FOR POSSIBLE RESUME FROM THIS POINT

 PARAMETER _DS_PROGRESS  DELETED.

 *GET  _WALLASOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.5213889    

 *GET  _PCGITER  FROM  ACTI  ITEM=SOLU CGIT  VALUE=  443.000000    

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         5.172


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:31:17  NOV 02, 2010 CP=      5.188

                                                                               


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

 *** NOTE ***                            CP =       5.188   TIME= 20:31:17
 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).    

 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.db
  FOR POSSIBLE RESUME FROM THIS POINT

 EXIT THE ANSYS POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =         5.219



 /COPY FILE FROM FILE= file.db
   TO FILE= ../../file.db
 FILE file.db     COPIED TO ../../file.db  

 /COPY FILE FROM FILE= file.rst
   TO FILE= ../../file.rst
 FILE file.rst     COPIED TO ../../file.rst  
1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:31:17  NOV 02, 2010 CP=      5.250

                                                                               


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

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

 DATABASE WRITTEN ON FILE  parm.xml                                                                                                                                                                                                                                                            

 PRINTOUT RESUMED BY /GOP

 EXIT THE ANSYS POST1 DATABASE PROCESSOR


 ***** ROUTINE COMPLETED *****  CP =         5.250



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.5213889    

 PARAMETER _PREPTIME =     1.000000000    

 PARAMETER _SOLVTIME =     10.00000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     11.00000000    

 EXIT ANSYS WITHOUT SAVING DATABASE


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          3
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          0

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

Release: 12.0.1     UP20090415   Version: INTEL NT    
Date Run: 11/02/2010   Time: 20:31
Windows Process ID:         3132

Number of cores:   2 (Shared Memory Parallel)

Job Name: file
Working Directory: C:\Documents and Settings\ja\Pulpit\Submodell\_ProjectScratch\ScrB

Elapsed time spent pre-processing model (/PREP7)  :      0.5 seconds
Elapsed time spent solution - preprocessing       :      1.3 seconds
Elapsed time spent computing solution             :      7.0 seconds
Elapsed time spent solution - postprocessing      :      0.0 seconds
Elapsed time spent post-processing model (/POST1) :      0.3 seconds

Equation solver computational rate                :    918.2 Mflops

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


 *---------------------------------------------------------------------------*
 |                                                                           |
 |                            ANSYS RUN COMPLETED                            |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |            Release 12.0.1         UP20090415         INTEL NT             |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |   Maximum Scratch Memory Used       =     7164448 Words       27.330 MB   |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =          5.250       Time  =  20:31:17        |
 |        Elapsed Time (sec) =         13.000       Date  =  11/02/2010      |
 |                                                                           |
 *---------------------------------------------------------------------------*
