
 ANSYS Multiphysics                                


 *------------------------------------------------------------------*
 |                                                                  |
 |   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     |
 |                                                                  |
 *------------------------------------------------------------------*




 ***************************************************************
 *            ANSYS Release 18.0     LEGAL NOTICES             *
 ***************************************************************
 *                                                             *
 * Copyright 2016 SAS IP, Inc.  All rights reserved.           *
 * Unauthorized use, distribution or duplication is            *
 * prohibited.                                                 *
 *                                                             *
 * Ansys is a registered trademark of ANSYS, Inc. or its       *
 * subsidiaries in the United States or other countries.       *
 * See the ANSYS, Inc. online documentation or the ANSYS, Inc. *
 * documentation CD or online help for the complete Legal      *
 * Notice.                                                     *
 *                                                             *
 ***************************************************************
 *                                                             *
 * THIS ANSYS SOFTWARE PRODUCT AND PROGRAM DOCUMENTATION       *
 * INCLUDE TRADE SECRETS AND CONFIDENTIAL AND PROPRIETARY      *
 * PRODUCTS OF ANSYS, INC., ITS SUBSIDIARIES, OR LICENSORS.    *
 * The software products and documentation are furnished by    *
 * ANSYS, Inc. or its subsidiaries under a software license    *
 * agreement that contains provisions concerning               *
 * non-disclosure, copying, length and nature of use,          *
 * compliance with exporting laws, warranties, disclaimers,    *
 * limitations of liability, and remedies, and other           *
 * provisions.  The software products and documentation may be *
 * used, disclosed, transferred, or copied only in accordance  *
 * with the terms and conditions of that software license      *
 * agreement.                                                  *
 *                                                             *
 * ANSYS, Inc. is a UL registered                              *
 * ISO 9001:2008 company.                                      *
 *                                                             *
 ***************************************************************
 *                                                             *
 * This product is subject to U.S. laws governing export and   *
 * re-export.                                                  *
 *                                                             *
 * For U.S. Government users, except as specifically granted   *
 * by the ANSYS, Inc. software license agreement, the use,     *
 * duplication, or disclosure by the United States Government  *
 * is subject to restrictions stated in the ANSYS, Inc.        *
 * software license agreement and FAR 12.212 (for non-DOD      *
 * licenses).                                                  *
 *                                                             *
 ***************************************************************

 Release 18.0
     
 Point Releases and Patches installed:   
     
 ANSYS, Inc. Products Release 18.0   
 ANSYS Mechanical Products Release 18.0  
 ANSYS Autodyn Release 18.0  
 ANSYS LS-DYNA Release 18.0  
 ANSYS AIM Release 18.0  
 ANSYS CFX (includes ANSYS CFD-Post) Release 18.0
 ANSYS Fluent (includes ANSYS CFD-Post) Release 18.0 
 ANSYS TurboGrid Release 18.0
 ANSYS FENSAP-ICE Release 18.0   
 ANSYS Polyflow (includes ANSYS CFD-Post) Release 18.0   
 ANSYS Forte Release 18.0
 ANSYS Chemkin Release 18.0  
 ANSYS ICEM CFD Release 18.0 
 ANSYS Aqwa Release 18.0 
 ANSYS Icepak (includes ANSYS CFD-Post) Release 18.0 
 AutoCAD Release 18.0
 ACIS Release 18.0   
 Catia, Version 4 Release 18.0   
 Catia, Version 6 Release 18.0   
 Creo Elements/Direct Modeling Release 18.0  
 Inventor Release 18.0   
 JTOpen Release 18.0 
 NX Release 18.0 
 Parasolid Release 18.0  
 Creo Parametric (formerly Pro/ENGINEER) Release 18.0
 Solid Edge Release 18.0 
 SolidWorks Release 18.0 
 ANSYS, Inc. License Manager Release 18.0


          *****  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
  MPI OPTION                   = INTELMPI
  INPUT FILE NAME              = G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrE158\dummy.dat
  OUTPUT FILE NAME             = G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrE158\solve.out
  START-UP FILE MODE           = NOREAD
  STOP FILE MODE               = NOREAD

 RELEASE= Release 18.0         BUILD= 18.0      UP20161219   VERSION=WINDOWS x64 
 CURRENT JOBNAME=file0  20:21:48  JUN 14, 2017 CP=      0.109


 PARAMETER _DS_PROGRESS =     999.0000000    

 /INPUT FILE= ds.dat  LINE=       0



 *** NOTE ***                            CP =       0.219   TIME= 20:21:48
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS          
 solution.  Command is ignored.                                          

 *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.3633333    

 TITLE= 
 prostayay_poluchilas--Static Structural (C5)                                  


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

 PARAMETER _WB_PROJECTSCRATCH_DIR(1) = G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrE158\

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

 PARAMETER _WB_SOLVERFILES_DIR(1) = G:\Study\Bolotov\popytka s boltami\prostayay_poluchilas_files\dp0\SYS-3\MECH\

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

 PARAMETER _WB_USERFILES_DIR(1) = G:\Study\Bolotov\popytka s boltami\prostayay_poluchilas_files\user_files\
 --- Data in consistent MKS units. See Solving Units in the help system for more

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

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

 INPUT  UNITS ARE ALSO SET TO MKS 

 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE Release 18.0     18.0     ***
 DISTRIBUTED ANSYS Multiphysics                                

 00000000  VERSION=WINDOWS x64   20:21:48  JUN 14, 2017 CP=      0.250

 prostayay_poluchilas--Static Structural (C5)                                  



          ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
 *********** Nodes for the whole assembly ***********
 *********** Elements for Body 1 "Plita1" ***********
 *********** Elements for Body 2 "Plita2" ***********
 *********** Elements for Body 3 "Bolt" ***********
 *********** Elements for Body 4 "Gayka" ***********
 *********** Send User Defined Coordinate System(s) ***********
 *********** Set Reference Temperature ***********
 *********** Send Materials ***********
 *********** Create Contact "Frictional - Gayka To Plita1" ***********
             Real Constant Set For Above Contact Is 6 & 5
 *********** Create Contact "Frictional - Bolt To Plita2" ***********
             Real Constant Set For Above Contact Is 8 & 7
 *********** Create Contact "Bonded - Gayka To Bolt" ***********
             Real Constant Set For Above Contact Is 10 & 9
 *********** Create Contact "Frictional - Plita2 To Plita1" ***********
             Real Constant Set For Above Contact Is 12 & 11
 *********** Create Contact "Frictional - Plita1 To Plita2" ***********
             Real Constant Set For Above Contact Is 14 & 13
 *********** Fixed Supports ***********
 *********** Create Pretension Bolt Load ***********
  CREATE COMPONENT CMEBOLT  FROM PRETENSION ELEMENTS
  CREATE COMPONENT CMNBOLT  FROM PRETENSION NODES

 LIST DATA TABLE  BISO  FOR MATERIAL      4

 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE Release 18.0     18.0     ***
 DISTRIBUTED ANSYS Multiphysics                                

 00000000  VERSION=WINDOWS x64   20:21:48  JUN 14, 2017 CP=      0.344

 prostayay_poluchilas--Static Structural (C5)                                  



               BiIso Pl (BISO) Table For Material     4

               1   
   Temps   0.0000    
 Yld Strs 0.25000E+09
 Tang Mod 0.20000E+10


 ***** ROUTINE COMPLETED *****  CP =         0.359


 --- Number of total nodes = 7480
 --- Number of contact elements = 2444
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 2557
 --- Number of total elements = 5061

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.3633333    
 ****************************************************************************
 *************************    SOLUTION       ********************************
 ****************************************************************************

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


 PERFORM A STATIC ANALYSIS
  THIS WILL BE A NEW ANALYSIS

 USE PRECONDITIONED CONJUGATE GRADIENT SOLVER
  CONVERGENCE TOLERANCE = 1.00000E-08
  MAXIMUM ITERATION     = NumNode*DofPerNode*  1.0000    

 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    0

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

 PRINTOUT RESUMED BY /GOP

 SPECIFIED NODAL LOAD FX   FOR SELECTED NODES      7420 TO     7420 BY        1
  REAL=  10000.0000       IMAG=  0.00000000    

 USE AUTOMATIC TIME STEPPING THIS LOAD STEP

 USE       5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
 FOR AUTOMATIC TIME STEPPING:
   USE   1000 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 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 =       0.359   TIME= 20:21:48
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       0.391   TIME= 20:21:48
 The model data was checked and warning messages were found.             
  Please review output or errors file ( G:\Study\Bolotov\popytka s       
 boltami\_ProjectScratch\ScrE158\file0.err ) for these warning           
 messages.                                                               

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

 ELEMENT TYPE    1 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)=    0    0    0    0    0    0    0    0    0    0    0    0

 ELEMENT TYPE    2 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    3 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
 HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

 ELEMENT TYPE    4 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
  KEYOPT(1-12)=    0    0    0    0    0    0    0    0    0    0    0    0



 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE Release 18.0     18.0     ***
 DISTRIBUTED ANSYS Multiphysics                                

 00000000  VERSION=WINDOWS x64   20:21:48  JUN 14, 2017 CP=      0.391

 prostayay_poluchilas--Static Structural (C5)                                  



                       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    
   EQUATION SOLVER OPTION. . . . . . . . . . . . .PCG                
      TOLERANCE. . . . . . . . . . . . . . . . . . 1.00000E-08
   PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES
   NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN   
   GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC  

 *** WARNING ***                         CP =       0.422   TIME= 20:21:48
 Material number 15 (used by element 5002 ) 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 =       0.422   TIME= 20:21:48
 The step data was checked and warning messages were found.              
  Please review output or errors file ( G:\Study\Bolotov\popytka s       
 boltami\_ProjectScratch\ScrE158\file0.err ) for these warning           
 messages.                                                               

 *** NOTE ***                            CP =       0.422   TIME= 20:21:48
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 5 and contact element type 5 has been set up.  The         
 companion pair has real constant set ID 6.  Both pairs should have the  
 same behavior.                                                          
 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      0.24000E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.18984E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.18984E-02
 Average contact pair depth                   0.16667E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.33333E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 3.469446952E-18 was detected between contact  
 element 2609 and target element 2833.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 6 and contact element type 5 has been set up.  The         
 companion pair has real constant set ID 5.  Both pairs should have the  
 same behavior.                                                          
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep 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      0.24000E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.23545E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.23545E-02
 Average contact pair depth                   0.16667E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.33333E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 3.469446952E-18 was detected between contact  
 element 2658 and target element 2598.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 7 and contact element type 7 has been set up.  The         
 companion pair has real constant set ID 8.  Both pairs should have the  
 same behavior.                                                          
 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      0.12060E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.22105E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.30155E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.30155E-02
 Average contact pair depth                   0.22105E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.44209E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 0 was detected between contact element 2982   
 and target element 3249.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 8 and contact element type 7 has been set up.  The         
 companion pair has real constant set ID 7.  Both pairs should have the  
 same behavior.                                                          
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep 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      0.12060E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.33166E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.42717E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.42717E-02
 Average contact pair depth                   0.33166E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.66333E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 0 was detected between contact element 3083   
 and target element 2980.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 9 and contact element type 9 has been set up.  The         
 companion pair has real constant set ID 10.  Both pairs should have     
 the same behavior.                                                      
 For asymmetric contact analysis, you may keep the current pair and      
 deactivate its companion pair.                                          
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.16068E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.24894E-03
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.50000E-02
 The resulting elastic slip tolerance         0.85252E-05
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.17050E-02
 Average contact pair depth                   0.24894E-02
 Default pinball region factor PINB           0.25000    
 The resulting pinball region                 0.62236E-03
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 1.136015102E-07 was detected between contact  
 element 3438 and target element 3878.                                   
 You may move entire target surface by : x= -1.444669325E-09, y=         
 1.181600764E-22, z= 1.135923239E-07,to reduce initial penetration.      
  
 Max.  Geometric gap 1.140287561E-06 has been detected between contact   
 element 3431 and target element 3919.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 10 and contact element type 9 has been set up.  The        
 companion pair has real constant set ID 9.  Both pairs should have the  
 same behavior.                                                          
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep its companion pair.                                            
 Contact algorithm: Penalty method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.16068E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.24667E-03
 Default opening contact stiffness OPSF will be used.
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.50000E-02
 The resulting elastic slip tolerance         0.12995E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.25990E-02
 Average contact pair depth                   0.24667E-02
 Default pinball region factor PINB           0.25000    
 The resulting pinball region                 0.61669E-03
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 8.035020161E-08 was detected between contact  
 element 3626 and target element 3359.                                   
 You may move entire target surface by : x= 5.634716693E-08, y=          
 9.520100381E-13, z= 5.728133795E-08,to reduce initial penetration.      
  
 Max.  Geometric gap 1.133440569E-06 has been detected between contact   
 element 3653 and target element 3374.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 11 and contact element type 11 has been set up.  The       
 companion pair has real constant set ID 12.  Both pairs should have     
 the same behavior.                                                      
 ANSYS will deactivate the current pair and keep its companion pair,     
 resulting in asymmetric contact.                                        
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.12354E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.32378E-03
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.43115E-02
 Average contact pair depth                   0.32378E-02
 Default pinball region factor PINB            1.0000    
 The resulting pinball region                 0.32378E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Min.  Initial gap 1.E-03 was detected between contact element 4093 and  
 target element 4469.                                                    
 You may move entire target surface by: x= 1.942890293E-19, y= 1.E-03,   
 z= -6.245004514E-20, to bring it in contact.                            
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 12 and contact element type 11 has been set up.  The       
 companion pair has real constant set ID 11.  Both pairs should have     
 the same behavior.                                                      
 ANSYS will keep the current pair and deactivate its companion pair,     
 resulting in asymmetric contact.                                        
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.12354E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Frictionless contact pair is defined
 Update contact stiffness at each iteration
 Average contact surface length               0.23964E-02
 Average contact pair depth                   0.16667E-02
 Default pinball region factor PINB            1.0000    
 The resulting pinball region                 0.16667E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Min.  Initial gap 1.E-03 was detected between contact element 4194 and  
 target element 4086.                                                    
 You may move entire target surface by: x= 6.269787867E-20, y= -1.E-03,  
 z= 2.483505315E-19, to bring it in contact.                             
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 13 and contact element type 13 has been set up.  The       
 companion pair has real constant set ID 14.  Both pairs should have     
 the same behavior.                                                      
 ANSYS will keep the current pair and deactivate its companion pair,     
 resulting in asymmetric contact.                                        
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.16862E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.23722E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.20066E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.20066E-02
 Average contact pair depth                   0.23722E-02
 Default pinball region factor PINB            1.0000    
 The resulting pinball region                 0.23722E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 6.938893904E-18 was detected between contact  
 element 4786 and target element 4996.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 14 and contact element type 13 has been set up.  The       
 companion pair has real constant set ID 13.  Both pairs should have     
 the same behavior.                                                      
 ANSYS will deactivate the current pair and keep its companion pair,     
 resulting in asymmetric contact.                                        
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.16862E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.21239E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.44095E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.44095E-02
 Average contact pair depth                   0.21239E-02
 Default pinball region factor PINB            1.0000    
 The resulting pinball region                 0.21239E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.641   TIME= 20:21:49
 Max.  Initial penetration 6.938893904E-18 was detected between contact  
 element 4824 and target element 4554.                                   
 ****************************************
  
  
  

  
  
     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: 5061
  ...Number of nodes:    7480
  ...Decompose to 2 CPU domains
  ...Element load balance ratio =     1.133


                      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 . . . . . . . . .     5
      MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . .  1000
      MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .     1
   MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    15
   STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
   TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)  
   CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
   COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH
                                                  ACTIVE MAT. NONLINEARITIES
   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                                                                                                                                                                                                                                                           

 >>>> PRETENSION ELEMENT STATUS <<<<
 SECTION NAME   PT.NODE  --------STATUS--------------------  ----LOAD SOURCE----
    15             7420  APPLIED PRELOAD FORCE=  10000.      F COMMAND

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 7 and contact element type 7 has been set up.  The         
 companion pair has real constant set ID 8.  Both pairs should have the  
 same behavior.                                                          
 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      0.12060E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.22105E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.30155E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.30155E-02
 Average contact pair depth                   0.22105E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.44209E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Max.  Initial penetration 0 was detected between contact element 2982   
 and target element 3249.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 8 and contact element type 7 has been set up.  The         
 companion pair has real constant set ID 7.  Both pairs should have the  
 same behavior.                                                          
 For asymmetric contact analysis, you may deactivate the current pair    
 and keep 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      0.12060E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.33166E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.42717E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.42717E-02
 Average contact pair depth                   0.33166E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.66333E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Max.  Initial penetration 0 was detected between contact element 3083   
 and target element 2980.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 13 and contact element type 13 has been set up.  The       
 companion pair has real constant set ID 14.  Both pairs should have     
 the same behavior.                                                      
 ANSYS will keep the current pair and deactivate its companion pair,     
 resulting in asymmetric contact.                                        
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.16862E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.23722E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.20066E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.20066E-02
 Average contact pair depth                   0.23722E-02
 Default pinball region factor PINB            1.0000    
 The resulting pinball region                 0.23722E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Max.  Initial penetration 6.938893904E-18 was detected between contact  
 element 4786 and target element 4996.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.812   TIME= 20:21:49
 Symmetric Deformable- deformable contact pair identified by real        
 constant set 14 and contact element type 13 has been set up.  The       
 companion pair has real constant set ID 13.  Both pairs should have     
 the same behavior.                                                      
 ANSYS will deactivate the current pair and keep its companion pair,     
 resulting in asymmetric contact.                                        
 Contact algorithm: Augmented Lagrange method
 Contact detection at: Gauss integration point
 Contact stiffness factor FKN                  1.0000    
 The resulting initial contact stiffness      0.16862E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.21239E-03
 Max. initial friction coefficient MU         0.15000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.44095E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.44095E-02
 Average contact pair depth                   0.21239E-02
 Default pinball region factor PINB            1.0000    
 The resulting pinball region                 0.21239E-02
 *WARNING*: Initial penetration is included.

 *** NOTE ***                            CP =       0.828   TIME= 20:21:49
 Max.  Initial penetration 6.938893904E-18 was detected between contact  
 element 4824 and target element 4554.                                   
 ****************************************
  
 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED              
  TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.                          


 *** NOTE ***                            CP =       1.250   TIME= 20:21:49
 The PCG solver has automatically set the level of difficulty for this   
 model to 2.                                                             
  
 The FEA model contains 0 external CE equations and 180 internal CE      
 equations.                                                              
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           7
 Max.  Penetration of 0 has been detected between contact element 2982   
 and target element 3249.                                                
 For total 40 contact elements, there are 40 elements are in contact.    
 There are 40 elements are in sticking.                                  
 Contacting area 1.176454917E-04.                                        
 Max.  Pinball distance 4.420910005E-03.                                 
 One of the contact searching regions contains at least 28 target        
 elements.                                                               
 Max.  Pressure/force 1.272316071E-03.                                   
 Max.  Normal stiffness 4.750500788E+14.                                 
 Min.  Normal stiffness 4.750500788E+14.                                 
 Max.  Tangential stiffness 3.917582887E+12.                             
 Min.  Tangential stiffness 3.917582887E+12.                             
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           8
 Max.  Penetration of 0 has been detected between contact element 3083   
 and target element 2980.                                                
 For total 158 contact elements, there are 28 elements are in contact.   
 There are 28 elements are in sticking.                                  
 Contacting area 1.021474868E-04.                                        
 Max.  Pinball distance 6.633296701E-03.                                 
 One of the contact searching regions contains at least 34 target        
 elements.                                                               
 Max.  Pressure/force 2.141715254E-03.                                   
 Max.  Normal stiffness 5.644985702E+14.                                 
 Min.  Normal stiffness 5.644985702E+14.                                 
 Max.  Tangential stiffness 4.93078572E+12.                              
 Min.  Tangential stiffness 4.93078572E+12.                              
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          13
 Max.  Penetration of -6.938893904E-18 has been detected between contact 
 element 4786 and target element 4996.                                   
 For total 156 contact elements, there are 156 elements are in contact.  
 There are 156 elements are in sticking.                                 
 Contacting area 4.903846158E-04.                                        
 Max.  Pinball distance 2.37217488E-03.                                  
 One of the contact searching regions contains at least 14 target        
 elements.                                                               
 Max.  Pressure/force 1.170047616E-02.                                   
 Max.  Normal stiffness 1.686216322E+15.                                 
 Min.  Normal stiffness 1.686216322E+15.                                 
 Max.  Tangential stiffness 2.242605077E+13.                             
 Min.  Tangential stiffness 2.242605077E+13.                             
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          14

 *** NOTE ***                            CP =       1.578   TIME= 20:21:49
 Contact pair is inactive.                                               


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

   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
               Translational mass               |   Coupled translational/rotational mass
        0.12261        0.0000        0.0000     |     0.0000       0.18392E-02   0.70731E-03
         0.0000       0.12261        0.0000     |   -0.18392E-02    0.0000       0.18392E-02
         0.0000        0.0000       0.12261     |   -0.70731E-03  -0.18392E-02    0.0000    
     ------------------------------------------ | ------------------------------------------
                                                |         Rotational mass (inertia)
                                                |    0.45828E-04   0.10610E-04  -0.27588E-04
                                                |    0.10610E-04   0.77814E-04   0.10610E-04
                                                |   -0.27588E-04   0.10610E-04   0.45828E-04

   TOTAL MASS = 0.12261    
     The mass principal axes coincide with the global Cartesian axes

   CENTER OF MASS (X,Y,Z)=   0.15000E-01  -0.57687E-02   0.15000E-01

   TOTAL INERTIA ABOUT CENTER OF MASS
        0.14161E-04  -0.13584E-11   0.15051E-11
       -0.13584E-11   0.22639E-04   0.37090E-11
        0.15051E-11   0.37090E-11   0.14161E-04
     The inertia principal axes coincide with the global Cartesian axes


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.308861E-01
     2  0.619725E-01
     3  0.245735E-01
     4  0.517897E-02

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 3.880394306E+09 at element 2022.                              
 Minimum = 88616902 at element 3609.                                     

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

        1       435  SOLID186      0.047   0.000108
        2      1181  SOLID187      0.078   0.000066
        3       800  SOLID187      0.062   0.000078
        4       141  SOLID186      0.031   0.000222
        5       192  CONTA174      0.062   0.000326
        6       192  TARGE170      0.000   0.000000
        7       198  CONTA174      0.000   0.000000
        8       198  TARGE170      0.000   0.000000
        9       323  CONTA174      0.016   0.000048
       10       323  TARGE170      0.016   0.000048
       11       249  CONTA174      0.016   0.000063
       12       249  TARGE170      0.000   0.000000
       13       260  CONTA174      0.062   0.000240
       14       260  TARGE170      0.000   0.000000
       15        60  PRETS179      0.000   0.000000
 Time at end of element matrix formulation CP = 1.578125.                

 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb
  FOR POSSIBLE RESUME FROM THIS POINT
     FORCE CONVERGENCE VALUE  =   2000.      CRITERION=   10.20    
 curEqn=   1403  totEqn=   1403 Job CP sec=      1.641
      Factor Done= 100% Factor Wall sec=      0.013 rate=    5538.2 Mflops
 Iteration=     5 Ratio=  0.299921     Limit=  1.000000E-08 Wall=     0.0
 Iteration=    65 Ratio=  6.716323E-04 Limit=  1.000000E-08 Wall=     0.2
 Iteration=   105 Ratio=  1.684643E-06 Limit=  1.000000E-08 Wall=     0.3

 DISTRIBUTED PCG SOLVER SOLUTION CONVERGED

 DISTRIBUTED PCG SOLVER SOLUTION STATISTICS

   NUMBER OF DOMAINS   =         140
   NUMBER OF ITERATIONS=         140
   NUMBER OF EQUATIONS =       22438
   LEVEL OF CONVERGENCE=           1
   CALCULATED NORM     = 0.98426E-08
   SPECIFIED TOLERANCE = 0.10000E-07
   TOTAL CPU TIME (sec)=        0.45
   TOTAL WALL TIME(sec)=        0.47
   TOTAL MEMORY (GB)   =        0.02

     DISP CONVERGENCE VALUE   =  0.1412E-05  CRITERION=  0.7203E-07
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1412E-05
     DISP CONVERGENCE VALUE   =  0.1412E-05  CRITERION=  0.7349E-07
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1412E-05
     FORCE CONVERGENCE VALUE  =   834.4      CRITERION=   10.41    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.6342E-05
     DISP CONVERGENCE VALUE   =  0.6342E-05  CRITERION=  0.3954E-06
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.6342E-05
     FORCE CONVERGENCE VALUE  =   97.95      CRITERION=   10.63    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2663E-05
     DISP CONVERGENCE VALUE   =  0.2145E-05  CRITERION=  0.4263E-06
     LINE SEARCH PARAMETER =  0.8055     SCALED MAX DOF INC =  0.2145E-05
     FORCE CONVERGENCE VALUE  =   82.39      CRITERION=   10.84    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2589E-05
     DISP CONVERGENCE VALUE   =  0.2021E-05  CRITERION=  0.4410E-06
     LINE SEARCH PARAMETER =  0.7807     SCALED MAX DOF INC =  0.2021E-05
     FORCE CONVERGENCE VALUE  =   145.1      CRITERION=   11.06    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2823E-05
     DISP CONVERGENCE VALUE   =  0.1543E-05  CRITERION=  0.4500E-06
     LINE SEARCH PARAMETER =  0.5464     SCALED MAX DOF INC = -0.1543E-05
     FORCE CONVERGENCE VALUE  =   71.82      CRITERION=   11.29    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1040E-05
     DISP CONVERGENCE VALUE   =  0.8841E-06  CRITERION=  0.4592E-06
     LINE SEARCH PARAMETER =  0.8500     SCALED MAX DOF INC =  0.8841E-06
     FORCE CONVERGENCE VALUE  =   57.19      CRITERION=   11.52    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.9421E-06
     DISP CONVERGENCE VALUE   =  0.9421E-06  CRITERION=  0.4709E-06
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.9421E-06
     FORCE CONVERGENCE VALUE  =   107.6      CRITERION=   11.75    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2587E-05
     DISP CONVERGENCE VALUE   =  0.3901E-06  CRITERION=  0.4805E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.1508     SCALED MAX DOF INC = -0.3901E-06
     FORCE CONVERGENCE VALUE  =   116.0      CRITERION=   11.99    
    EQUIL ITER   9 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1090E-05
     DISP CONVERGENCE VALUE   =  0.5711E-06  CRITERION=  0.4903E-06
     LINE SEARCH PARAMETER =  0.5241     SCALED MAX DOF INC = -0.5711E-06
     FORCE CONVERGENCE VALUE  =   62.17      CRITERION=   12.24    
    EQUIL ITER  10 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3378E-06
     DISP CONVERGENCE VALUE   =  0.3378E-06  CRITERION=  0.5032E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.3378E-06
     FORCE CONVERGENCE VALUE  =   27.29      CRITERION=   12.49    
    EQUIL ITER  11 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.6581E-06
     DISP CONVERGENCE VALUE   =  0.5508E-06  CRITERION=  0.5245E-06
     LINE SEARCH PARAMETER =  0.8370     SCALED MAX DOF INC =  0.5508E-06
     FORCE CONVERGENCE VALUE  =   31.65      CRITERION=   12.74    
    EQUIL ITER  12 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7286E-06
     DISP CONVERGENCE VALUE   =  0.7286E-06  CRITERION=  0.5353E-06
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.7286E-06
     FORCE CONVERGENCE VALUE  =   57.04      CRITERION=   13.00    
    EQUIL ITER  13 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8934E-06
     DISP CONVERGENCE VALUE   =  0.8188E-07  CRITERION=  0.5462E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.9165E-01 SCALED MAX DOF INC = -0.8188E-07
     FORCE CONVERGENCE VALUE  =   53.04      CRITERION=   13.27    
    EQUIL ITER  14 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6953E-06
     DISP CONVERGENCE VALUE   =  0.4140E-06  CRITERION=  0.5573E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5955     SCALED MAX DOF INC = -0.4140E-06
     FORCE CONVERGENCE VALUE  =   32.90      CRITERION=   13.54    
    EQUIL ITER  15 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2186E-06
     DISP CONVERGENCE VALUE   =  0.2186E-06  CRITERION=  0.5689E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.2186E-06
     FORCE CONVERGENCE VALUE  =   32.44      CRITERION=   13.82    
    EQUIL ITER  16 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1058E-05
     DISP CONVERGENCE VALUE   =  0.7591E-06  CRITERION=  0.5806E-06
     LINE SEARCH PARAMETER =  0.7174     SCALED MAX DOF INC =  0.7591E-06
     FORCE CONVERGENCE VALUE  =   33.92      CRITERION=   14.10    
    EQUIL ITER  17 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2354E-06
     DISP CONVERGENCE VALUE   =  0.2354E-06  CRITERION=  0.5924E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.2354E-06
     FORCE CONVERGENCE VALUE  =   11.54      CRITERION=   14.39     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION  17

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

        1       435  SOLID186      0.047   0.000108
        2      1181  SOLID187      0.031   0.000026
        3       800  SOLID187      0.047   0.000059
        4       141  SOLID186      0.031   0.000222
        5       192  CONTA174      0.016   0.000081
        7       198  CONTA174      0.016   0.000079
        9       284  CONTA174      0.016   0.000055
       11       249  CONTA174      0.000   0.000000
       13       260  CONTA174      0.016   0.000060

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

        1       435  SOLID186      0.000   0.000000
        2      1181  SOLID187      0.000   0.000000
        3       800  SOLID187      0.000   0.000000
        4       141  SOLID186      0.000   0.000000
        5       192  CONTA174      0.000   0.000000
        7       198  CONTA174      0.000   0.000000
        9       284  CONTA174      0.000   0.000000
       11       249  CONTA174      0.000   0.000000
       13       260  CONTA174      0.000   0.000000
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =     17
 *** TIME =  0.200000         TIME INC =  0.200000    
 *** AUTO STEP TIME:  NEXT TIME INC = 0.20000      UNCHANGED

     FORCE CONVERGENCE VALUE  =   142.9      CRITERION=   20.41    
     DISP CONVERGENCE VALUE   =  0.9556E-06  CRITERION=  0.4202E-06
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9556E-06
     DISP CONVERGENCE VALUE   =  0.9424E-06  CRITERION=  0.4288E-06
     LINE SEARCH PARAMETER =  0.9861     SCALED MAX DOF INC = -0.9424E-06
     FORCE CONVERGENCE VALUE  =   31.17      CRITERION=   20.82    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1016E-05
     DISP CONVERGENCE VALUE   =  0.8552E-06  CRITERION=  0.4375E-06
     LINE SEARCH PARAMETER =  0.8421     SCALED MAX DOF INC = -0.8552E-06
     FORCE CONVERGENCE VALUE  =   35.61      CRITERION=   21.25    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3846E-06
     DISP CONVERGENCE VALUE   =  0.1448E-06  CRITERION=  0.4465E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.3765     SCALED MAX DOF INC =  0.1448E-06
     FORCE CONVERGENCE VALUE  =   29.48      CRITERION=   21.68    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3878E-06
     DISP CONVERGENCE VALUE   =  0.2819E-06  CRITERION=  0.4556E-06 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.7268     SCALED MAX DOF INC = -0.2819E-06
     FORCE CONVERGENCE VALUE  =   17.87      CRITERION=   22.13     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   4
 *** LOAD STEP     1   SUBSTEP     2  COMPLETED.    CUM ITER =     21
 *** TIME =  0.400000         TIME INC =  0.200000    
 *** AUTO TIME STEP:  NEXT TIME INC = 0.30000      INCREASED (FACTOR = 1.5000)

     FORCE CONVERGENCE VALUE  =   1040.      CRITERION=   35.71    
     DISP CONVERGENCE VALUE   =  0.8897E-05  CRITERION=  0.4202E-06
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8897E-05
     DISP CONVERGENCE VALUE   =  0.6114E-05  CRITERION=  0.4470E-06
     LINE SEARCH PARAMETER =  0.6872     SCALED MAX DOF INC = -0.6114E-05
     FORCE CONVERGENCE VALUE  =   901.1      CRITERION=   36.44    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1991E-04
     DISP CONVERGENCE VALUE   =  0.6261E-05  CRITERION=  0.4561E-06
     LINE SEARCH PARAMETER =  0.3145     SCALED MAX DOF INC = -0.6261E-05
     FORCE CONVERGENCE VALUE  =   1089.      CRITERION=   37.19    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8468E-05
     DISP CONVERGENCE VALUE   =  0.3284E-05  CRITERION=  0.4654E-06
     LINE SEARCH PARAMETER =  0.3878     SCALED MAX DOF INC = -0.3284E-05
     FORCE CONVERGENCE VALUE  =   670.9      CRITERION=   37.96    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1412E-05
     DISP CONVERGENCE VALUE   =  0.1412E-05  CRITERION=  0.4749E-06
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1412E-05
     FORCE CONVERGENCE VALUE  =   151.3      CRITERION=   38.73    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3752E-05
     DISP CONVERGENCE VALUE   =  0.1756E-05  CRITERION=  0.4846E-06
     LINE SEARCH PARAMETER =  0.4681     SCALED MAX DOF INC =  0.1756E-05
     FORCE CONVERGENCE VALUE  =   238.3      CRITERION=   39.51    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4649E-05
     DISP CONVERGENCE VALUE   =  0.3707E-05  CRITERION=  0.4945E-06
     LINE SEARCH PARAMETER =  0.7973     SCALED MAX DOF INC =  0.3707E-05
     FORCE CONVERGENCE VALUE  =   362.5      CRITERION=   40.32    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1024E-04
     DISP CONVERGENCE VALUE   =  0.1800E-05  CRITERION=  0.5046E-06
     LINE SEARCH PARAMETER =  0.1758     SCALED MAX DOF INC = -0.1800E-05
     FORCE CONVERGENCE VALUE  =   358.2      CRITERION=   41.14    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1851E-05
     DISP CONVERGENCE VALUE   =  0.1184E-05  CRITERION=  0.5148E-06
     LINE SEARCH PARAMETER =  0.6397     SCALED MAX DOF INC = -0.1184E-05
     FORCE CONVERGENCE VALUE  =   159.1      CRITERION=   41.98    
    EQUIL ITER   9 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1701E-05
     DISP CONVERGENCE VALUE   =  0.1701E-05  CRITERION=  0.5254E-06
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1701E-05
     FORCE CONVERGENCE VALUE  =   86.29      CRITERION=   42.84    
    EQUIL ITER  10 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1195E-05
     DISP CONVERGENCE VALUE   =  0.8979E-06  CRITERION=  0.5361E-06
     LINE SEARCH PARAMETER =  0.7515     SCALED MAX DOF INC =  0.8979E-06
     FORCE CONVERGENCE VALUE  =   76.42      CRITERION=   43.71    
    EQUIL ITER  11 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2559E-05
     DISP CONVERGENCE VALUE   =  0.2559E-05  CRITERION=  0.5470E-06
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.2559E-05
     FORCE CONVERGENCE VALUE  =   205.0      CRITERION=   44.60    
    EQUIL ITER  12 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3883E-05
     DISP CONVERGENCE VALUE   =  0.1551E-05  CRITERION=  0.5582E-06
     LINE SEARCH PARAMETER =  0.3993     SCALED MAX DOF INC = -0.1551E-05
     FORCE CONVERGENCE VALUE  =   193.1      CRITERION=   45.51    
    EQUIL ITER  13 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2444E-05
     DISP CONVERGENCE VALUE   =  0.1806E-05  CRITERION=  0.5696E-06
     LINE SEARCH PARAMETER =  0.7389     SCALED MAX DOF INC = -0.1806E-05
     FORCE CONVERGENCE VALUE  =   207.2      CRITERION=   46.44    
    EQUIL ITER  14 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2374E-05
     DISP CONVERGENCE VALUE   =  0.1281E-05  CRITERION=  0.5812E-06
     LINE SEARCH PARAMETER =  0.5395     SCALED MAX DOF INC =  0.1281E-05
     FORCE CONVERGENCE VALUE  =   114.1      CRITERION=   47.39    
    >>> PREDICTED NUMBER OF ITERATIONS FOR CONVERGENCE=  52 EXCEEDS MAX OF  26
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     36
 *** BEGIN BISECTION NUMBER   1    NEW TIME INCREMENT=  0.15000    

     FORCE CONVERGENCE VALUE  =   511.7      CRITERION=   28.06    
     DISP CONVERGENCE VALUE   =  0.4411E-05  CRITERION=  0.6957E-01 <<< CONVERGED
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4411E-05
     DISP CONVERGENCE VALUE   =  0.3589E-05  CRITERION=  0.7099E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.8137     SCALED MAX DOF INC = -0.3589E-05
     FORCE CONVERGENCE VALUE  =   412.6      CRITERION=   28.63    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9331E-05
     DISP CONVERGENCE VALUE   =  0.2782E-05  CRITERION=  0.7244E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.2982     SCALED MAX DOF INC = -0.2782E-05
     FORCE CONVERGENCE VALUE  =   483.2      CRITERION=   29.22    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3072E-05
     DISP CONVERGENCE VALUE   =  0.1488E-05  CRITERION=  0.7392E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.4844     SCALED MAX DOF INC = -0.1488E-05
     FORCE CONVERGENCE VALUE  =   250.6      CRITERION=   29.82    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5061E-06
     DISP CONVERGENCE VALUE   =  0.5061E-06  CRITERION=  0.7543E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.5061E-06
     FORCE CONVERGENCE VALUE  =   69.10      CRITERION=   30.43    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1928E-05
     DISP CONVERGENCE VALUE   =  0.1928E-05  CRITERION=  0.7697E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1928E-05
     FORCE CONVERGENCE VALUE  =   54.23      CRITERION=   31.04    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.7241E-06
     DISP CONVERGENCE VALUE   =  0.7241E-06  CRITERION=  0.7854E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.7241E-06
     FORCE CONVERGENCE VALUE  =   24.06      CRITERION=   31.68     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   6
 *** LOAD STEP     1   SUBSTEP     3  COMPLETED.    CUM ITER =     41
 *** TIME =  0.550000         TIME INC =  0.150000    
 *** MAX PLASTIC STRAIN STEP = 0.1119E-02   CRITERION = 0.1500    
 *** AUTO STEP TIME:  NEXT TIME INC = 0.15000      UNCHANGED

     FORCE CONVERGENCE VALUE  =   307.8      CRITERION=   35.71    
     DISP CONVERGENCE VALUE   =  0.5434E-05  CRITERION=  0.6957E-01 <<< CONVERGED
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.5434E-05
     DISP CONVERGENCE VALUE   =  0.2613E-05  CRITERION=  0.7099E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.4808     SCALED MAX DOF INC = -0.2613E-05
     FORCE CONVERGENCE VALUE  =   229.2      CRITERION=   36.44    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7058E-05
     DISP CONVERGENCE VALUE   =  0.2271E-05  CRITERION=  0.7244E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.3218     SCALED MAX DOF INC = -0.2271E-05
     FORCE CONVERGENCE VALUE  =   209.8      CRITERION=   37.19    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2920E-05
     DISP CONVERGENCE VALUE   =  0.6589E-06  CRITERION=  0.7392E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.2257     SCALED MAX DOF INC = -0.6589E-06
     FORCE CONVERGENCE VALUE  =   194.2      CRITERION=   37.95    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2124E-05
     DISP CONVERGENCE VALUE   =  0.1982E-05  CRITERION=  0.7543E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.9332     SCALED MAX DOF INC = -0.1982E-05
     FORCE CONVERGENCE VALUE  =   291.8      CRITERION=   38.72    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3196E-05
     DISP CONVERGENCE VALUE   =  0.1464E-05  CRITERION=  0.7697E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.4582     SCALED MAX DOF INC =  0.1464E-05
     FORCE CONVERGENCE VALUE  =   193.2      CRITERION=   39.51    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1841E-05
     DISP CONVERGENCE VALUE   =  0.9727E-06  CRITERION=  0.7854E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5283     SCALED MAX DOF INC =  0.9727E-06
     FORCE CONVERGENCE VALUE  =   110.6      CRITERION=   40.32    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1227E-05
     DISP CONVERGENCE VALUE   =  0.1227E-05  CRITERION=  0.8014E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1227E-05
     FORCE CONVERGENCE VALUE  =   48.44      CRITERION=   41.14    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2112E-05
     DISP CONVERGENCE VALUE   =  0.2112E-05  CRITERION=  0.8178E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.2112E-05
     FORCE CONVERGENCE VALUE  =   14.41      CRITERION=   41.98     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   8
 *** LOAD STEP     1   SUBSTEP     4  COMPLETED.    CUM ITER =     49
 *** TIME =  0.700000         TIME INC =  0.150000    
 *** MAX PLASTIC STRAIN STEP = 0.1828E-02   CRITERION = 0.1500    
 *** AUTO STEP TIME:  NEXT TIME INC = 0.15000      UNCHANGED

     FORCE CONVERGENCE VALUE  =   318.5      CRITERION=   43.37    
     DISP CONVERGENCE VALUE   =  0.5926E-05  CRITERION=  0.6957E-01 <<< CONVERGED
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.5926E-05
     DISP CONVERGENCE VALUE   =  0.3818E-05  CRITERION=  0.7099E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.6444     SCALED MAX DOF INC = -0.3818E-05
     FORCE CONVERGENCE VALUE  =   378.3      CRITERION=   44.25    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7695E-05
     DISP CONVERGENCE VALUE   =  0.1574E-05  CRITERION=  0.7244E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.2045     SCALED MAX DOF INC = -0.1574E-05
     FORCE CONVERGENCE VALUE  =   378.0      CRITERION=   45.16    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2966E-05
     DISP CONVERGENCE VALUE   =  0.7918E-06  CRITERION=  0.7392E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.2670     SCALED MAX DOF INC = -0.7918E-06
     FORCE CONVERGENCE VALUE  =   277.7      CRITERION=   46.08    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3743E-06
     DISP CONVERGENCE VALUE   =  0.3743E-06  CRITERION=  0.7543E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.3743E-06
     FORCE CONVERGENCE VALUE  =   55.66      CRITERION=   47.02    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1162E-05
     DISP CONVERGENCE VALUE   =  0.1162E-05  CRITERION=  0.7697E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1162E-05
     FORCE CONVERGENCE VALUE  =   70.88      CRITERION=   47.98    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3016E-05
     DISP CONVERGENCE VALUE   =  0.5007E-06  CRITERION=  0.7854E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.1660     SCALED MAX DOF INC = -0.5007E-06
     FORCE CONVERGENCE VALUE  =   79.05      CRITERION=   48.96    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1394E-05
     DISP CONVERGENCE VALUE   =  0.5165E-06  CRITERION=  0.8014E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.3706     SCALED MAX DOF INC =  0.5165E-06
     FORCE CONVERGENCE VALUE  =   57.03      CRITERION=   49.96    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5867E-06
     DISP CONVERGENCE VALUE   =  0.5867E-06  CRITERION=  0.8178E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.5867E-06
     FORCE CONVERGENCE VALUE  =   11.02      CRITERION=   50.97     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   8
 *** LOAD STEP     1   SUBSTEP     5  COMPLETED.    CUM ITER =     57
 *** TIME =  0.850000         TIME INC =  0.150000    
 *** MAX PLASTIC STRAIN STEP = 0.2288E-02   CRITERION = 0.1500    
 *** AUTO STEP TIME:  NEXT TIME INC = 0.15000      UNCHANGED

     FORCE CONVERGENCE VALUE  =   352.7      CRITERION=   51.02    
     DISP CONVERGENCE VALUE   =  0.6460E-05  CRITERION=  0.6957E-01 <<< CONVERGED
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6460E-05
     DISP CONVERGENCE VALUE   =  0.2916E-05  CRITERION=  0.7099E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.4513     SCALED MAX DOF INC = -0.2916E-05
     FORCE CONVERGENCE VALUE  =   222.9      CRITERION=   52.06    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1826E-05
     DISP CONVERGENCE VALUE   =  0.1803E-05  CRITERION=  0.7244E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.9873     SCALED MAX DOF INC = -0.1803E-05
     FORCE CONVERGENCE VALUE  =   110.1      CRITERION=   53.12    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1711E-05
     DISP CONVERGENCE VALUE   =  0.1696E-05  CRITERION=  0.7392E-01 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.9909     SCALED MAX DOF INC =  0.1696E-05
     FORCE CONVERGENCE VALUE  =   51.63      CRITERION=   54.21     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   3
 *** LOAD STEP     1   SUBSTEP     6  COMPLETED.    CUM ITER =     60
 *** TIME =   1.00000         TIME INC =  0.150000    
 *** MAX PLASTIC STRAIN STEP = 0.2883E-02   CRITERION = 0.1500    


 *** ANSYS BINARY FILE STATISTICS
  BUFFER SIZE USED= 16384
        0.188 MB WRITTEN ON ELEMENT MATRIX FILE: file0.emat
        7.875 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav
        7.562 MB WRITTEN ON RESULTS FILE: file0.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=  20.4047222    

 PRINTOUT RESUMED BY /GOP

 *GET  _PCGITER  FROM  ACTI  ITEM=SOLU CGIT  VALUE=  473.000000    

 FINISH SOLUTION PROCESSING


 ***** ROUTINE COMPLETED *****  CP =       146.781



 *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE Release 18.0     18.0     ***
 DISTRIBUTED ANSYS Multiphysics                                

 00000000  VERSION=WINDOWS x64   20:24:17  JUN 14, 2017 CP=    146.797

 prostayay_poluchilas--Static Structural (C5)                                  



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

 *** NOTE ***                            CP =     146.797   TIME= 20:24:17
 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).    

 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 =       146.797



 PRINTOUT RESUMED BY /GOP

 *GET  _WALLDONE  FROM  ACTI  ITEM=TIME WALL  VALUE=  20.4047222    

 PARAMETER _PREPTIME =     0.000000000    

 PARAMETER _SOLVTIME =     149.0000000    

 PARAMETER _POSTTIME =     0.000000000    

 PARAMETER _TOTALTIM =     149.0000000    

 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: Release 18.0       Build: 18.0       Update: UP20161219   Platform: WINDOWS x64 
Date Run: 06/14/2017   Time: 20:24     Process ID: 12896
Operating System: Windows 10  (Build: 15063)

Processor Model: Intel(R) Core(TM) i5-4440 CPU @ 3.10GHz

Compiler: Intel(R) FORTRAN Compiler Version 15.0.7  (Build: 20160518)
          Intel(R) C/C++ Compiler Version 15.0.7  (Build: 20160518)
          Intel(R) Math Kernel Library Version 11.3.3 Product Build 20160413

Number of machines requested            :    1
Total number of cores available         :    4
Number of physical cores available      :    4
Number of processes requested           :    2
Number of threads per process requested :    1
Total number of cores requested         :    2 (Distributed Memory Parallel)               
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 5.1.3 for Windows* OS


GPU Acceleration: Not Requested

Job Name: file0
Input File: dummy.dat

  Core                Machine Name   Working Directory
  ----------------------------------------------------
     0                   Goshik-PC   G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrE158
     1                   Goshik-PC   G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrE158
 
Latency time from master to core    1 =    0.682 microseconds
 
Communication speed from master to core    1 =  4061.28 MB/sec

Total CPU time for main thread                    :      146.3 seconds
Total CPU time summed for all threads             :      147.0 seconds

Elapsed time spent pre-processing model (/PREP7)  :        0.1 seconds
Elapsed time spent solution - preprocessing       :        0.2 seconds
Elapsed time spent computing solution             :      148.7 seconds
Elapsed time spent solution - postprocessing      :        0.1 seconds
Elapsed time spent post-processing model (/POST1) :        0.0 seconds
 
Equation solver used                              :            PCG (symmetric)
Equation solver computational rate                :     2999.6 Mflops

Maximum total memory used                         :      122.0 MB
Maximum total memory allocated                    :     3136.0 MB
Total physical memory available                   :         16 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 Release 18.0          Build 18.0         UP20161219     WINDOWS x64 |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 | Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
 | Maximum Database Used       8 MB    Maximum Scratch Memory Used     56 MB |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =        147.031       Time  =  20:24:18        |
 |        Elapsed Time (sec) =        151.000       Date  =  06/14/2017      |
 |                                                                           |
 *---------------------------------------------------------------------------*
