
 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  20:38:44  NOV 02, 2010 CP=      0.578


 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=  20.6458333    
 --- 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      20:38:45  NOV 02, 2010 CP=      0.609

                                                                               


          ***** 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 ***********
 *********** Send Named Selection as Node Component ***********
 *********** Construct Weak Springs, Prototype 1 ***********


 ***** ROUTINE COMPLETED *****  CP =         0.719


 --- Number of total nodes = 7881
 --- Number of contact elements = 0
 --- Number of spring elements = 24
 --- Number of solid elements = 1560
 --- Number of total elements = 1584

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.6463889    
 ****************************************************************************
 *************************    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 ****************

 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

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         0.719


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:38:47  NOV 02, 2010 CP=      0.719

                                                                               


          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****

 SELECT      COMPONENT SCHNITT                         

 WRITE ALL SELECTED NODES TO THE NODES FILE.
 START WRITING AT THE BEGINNING OF FILE Schnitt.node

    1842 NODES WERE WRITTEN TO FILE= Schnitt.node

 SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW

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


 ***** ROUTINE COMPLETED *****  CP =         0.797



 CLEAR DATABASE AND RERUN START.ANS

 RUN SETUP PROCEDURE FROM FILE= C:\Program Files\ANSYS Inc\v120\ANSYS\apdl\start120.ans

 ANSYS Multiphysics                                

 /INPUT FILE= C:\Program Files\ANSYS Inc\v120\ANSYS\apdl\start120.ans  LINE=       0

 RESUME ANSYS DATA FROM FILE NAME=../../file.db                                                                                                                                                                                                                                                       

 *** ANSYS GLOBAL STATUS *** 

 TITLE =                                                                       
 ANALYSIS TYPE =  STATIC (STEADY-STATE)
 NUMBER OF ELEMENT TYPES =      2
     511 ELEMENTS CURRENTLY SELECTED.  MAX ELEMENT NUMBER =      511
    3121 NODES CURRENTLY SELECTED.     MAX NODE NUMBER =        3121
      1 COMPONENTS CURRENTLY DEFINED
 MAXIMUM LINEAR PROPERTY NUMBER        =       1
 ACTIVE COORDINATE SYSTEM              =       0  (CARTESIAN)  
 NUMBER OF SPECIFIED CONSTRAINTS       =     942
 NUMBER OF SPECIFIED SURFACE LOADS     =      21
 CURRENT LOAD CASE =      0 OF      0
 LOAD SET   =       1
 SUBSTEP    =       1
 TIME/FREQ  =    1.0000    

 INITIAL JOBNAME = file
 CURRENT JOBNAME = file
1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:38:48  NOV 02, 2010 CP=      0.859

                                                                               


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

 *** NOTE ***                            CP =       0.859   TIME= 20:38:48
 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).    

 DATA FILE CHANGED TO FILE= ../../file.rst


 USE LAST SUBSTEP ON RESULT FILE  FOR LOAD CASE 0 

 SET COMMAND GOT LOAD STEP=     1  SUBSTEP=     1  CUMULATIVE ITERATION=     1
   TIME/FREQUENCY=  1.0000    
 TITLE=                                                                         

 SUBMODELING CUT BOUNDARY DOF INTERPOLATION:
      NODE INPUT FILE        = Schnitt.node                                                                                                                                                                                                                                                        
      CONSTRAINT OUTPUT FILE = file.cbdo     BEGINNING
      CONSTRAINT GROUP LABEL = :CB1    
      SHELL TO SOLID KEY     = 1

 NUMBER OF SUBMODEL NODES =      1842
 

 *** WARNING ***                         CP =       0.906   TIME= 20:38:48
 Element 1 is of type SOLID186, which is not a shell.  Such elements are 
 ignored by the shell-to-solid option of the CBDOF command.              

 *** WARNING ***                         CP =       0.906   TIME= 20:38:48
 No interpolation nodes lie on or near the selected elements.  The CBDO  
 operation produced no results.                                          

 EXIT THE ANSYS POST1 DATABASE PROCESSOR


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



 RESUME ANSYS DATA FROM FILE NAME=file.db                                                                                                                                                                                                                                                             

 *** ANSYS GLOBAL STATUS *** 

 TITLE =                                                                       
 ANALYSIS TYPE =  STATIC (STEADY-STATE)
 NUMBER OF ELEMENT TYPES =      2
    1584 ELEMENTS CURRENTLY SELECTED.  MAX ELEMENT NUMBER =     1584
    7881 NODES CURRENTLY SELECTED.     MAX NODE NUMBER =        7881
      1 COMPONENTS CURRENTLY DEFINED
 MAXIMUM LINEAR PROPERTY NUMBER        =       1
 MAXIMUM REAL CONSTANT SET NUMBER      =       3
 ACTIVE COORDINATE SYSTEM              =       0  (CARTESIAN)  
 NUMBER OF SPECIFIED CONSTRAINTS       =      72

 INITIAL JOBNAME = file
 CURRENT JOBNAME = file
1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:38:48  NOV 02, 2010 CP=      0.922

                                                                               


          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****

 /INPUT FILE= file.cbdo  LINE=       0

 *** WARNING ***                         CP =       0.922   TIME= 20:38:48
 /INPUT file does not contain line :CB1.                                 

 SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW


 ***** ROUTINE COMPLETED *****  CP =         0.938



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

 *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000    

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

 *ENDIF

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

 *** NOTE ***                            CP =       0.938   TIME= 20:38:48
 There is no title defined for this analysis.                            

 *** WARNING ***                         CP =       0.938   TIME= 20:38:48
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       1.188   TIME= 20:38:49
 The model data was checked and warning messages were found.             
  Please review output or errors file ( C:\Documents and                 
 Settings\ja\Pulpit\Submodell\_ProjectScratch\ScrF\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      20:38:49  NOV 02, 2010 CP=      1.203

                                                                               


                       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 =       1.203   TIME= 20:38:49
 Material number 3 (used by element 1561 ) 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 =       1.203   TIME= 20:38:49
 The step data was checked and warning messages were found.              
  Please review output or errors file ( C:\Documents and                 
 Settings\ja\Pulpit\Submodell\_ProjectScratch\ScrF\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 =       1.438   TIME= 20:38:50
 The PCG solver has automatically set the level of difficulty for this   
 model to 1.                                                             



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

  CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID

  TOTAL MASS =  0.35349E-04

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

  XC =  -16.004          IXX =   0.8483E-02      IXX =   0.2225E-02
  YC =  -10.426          IYY =   0.1314E-01      IYY =   0.1668E-02
  ZC =   8.2661          IZZ =   0.1468E-01      IZZ =   0.1785E-02
                         IXY =  -0.5898E-02      IXY =  -0.2602E-17
                         IYZ =   0.3046E-02      IYZ =   0.9975E-17
                         IZX =   0.4987E-02      IZX =   0.3109E-03


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.353487E-04

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 519602.632 at element 1532.                                   
 Minimum = 2.847671662E-04 at element 1571.                              

 *** WARNING ***                         CP =       3.109   TIME= 20:38:51
 Coefficient ratio exceeds 1.0e8 - Check results.                        

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

     1    1560  SOLID186      3.188   0.002043
     2      24  COMBIN14      0.031   0.001302
 Time at end of element matrix formulation CP = 3.109375.                

 PRECONDITIONED SOLVER CP TIME      =     0.250
 PRECONDITIONED SOLVER ELAPSED TIME =     0.723

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

     1    1560  SOLID186      1.078   0.000691
     2      24  COMBIN14      0.031   0.001302

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

     1    1560  SOLID186      0.062   0.000040
     2      24  COMBIN14      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
        0.188 MB WRITTEN ON ELEMENT MATRIX FILE: file.emat
        1.062 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav
        4.375 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=  20.6480556    

 *GET  _PCGITER  FROM  ACTI  ITEM=SOLU CGIT  VALUE= -1.00000000    

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =         4.141


1

 ***** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 12.0.1   *****
 ANSYS Multiphysics                                
 00000000          VERSION=INTEL NT      20:38:53  NOV 02, 2010 CP=      4.141

                                                                               


          ***** 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 =         4.141



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.6480556    

 PARAMETER _PREPTIME =     2.000000000    

 PARAMETER _SOLVTIME =     6.000000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     8.000000000    

 EXIT ANSYS WITHOUT SAVING DATABASE


 NUMBER OF WARNING MESSAGES ENCOUNTERED=          6
 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: 20:38
Windows Process ID:         3688

Number of cores:   2 (Shared Memory Parallel)

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

Elapsed time spent pre-processing model (/PREP7)  :      1.8 seconds
Elapsed time spent solution - preprocessing       :      0.8 seconds
Elapsed time spent computing solution             :      3.8 seconds
Elapsed time spent solution - postprocessing      :      0.0 seconds
Elapsed time spent post-processing model (/POST1) :      0.5 seconds

+------------------ 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       =     7169184 Words       27.348 MB   |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =          4.141       Time  =  20:38:53        |
 |        Elapsed Time (sec) =         13.000       Date  =  11/02/2010      |
 |                                                                           |
 *---------------------------------------------------------------------------*
