
 ANSYS Multiphysics                                


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 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
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 Creo Elements/Direct Modeling Release 18.0  
 Inventor Release 18.0   
 JTOpen Release 18.0 
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 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\ScrAEBC\dummy.dat
  OUTPUT FILE NAME             = G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrAEBC\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  21:16:12  JUN 14, 2017 CP=      0.109


 PARAMETER _DS_PROGRESS =     999.0000000    

 /INPUT FILE= ds.dat  LINE=       0



 *** NOTE ***                            CP =       0.219   TIME= 21:16:12
 The /CONFIG,NOELDB command is not valid in a Distributed ANSYS          
 solution.  Command is ignored.                                          

 *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  21.2700000    

 TITLE= 
 prostayay_poluchilas--Static Structural (D5)                                  


 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\ScrAEBC\

 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-4\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   21:16:12  JUN 14, 2017 CP=      0.250

 prostayay_poluchilas--Static Structural (D5)                                  



          ***** 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
 *********** 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   21:16:12  JUN 14, 2017 CP=      0.375

 prostayay_poluchilas--Static Structural (D5)                                  



               BiIso Pl (BISO) Table For Material     4

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


 ***** ROUTINE COMPLETED *****  CP =         0.375


 --- Number of total nodes = 8751
 --- Number of contact elements = 2250
 --- Number of spring elements = 0
 --- Number of bearing elements = 0
 --- Number of solid elements = 2107
 --- Number of total elements = 4430

 *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  21.2700000    
 ****************************************************************************
 *************************    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      8678 TO     8678 BY        1
  REAL=  100.000000       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 =       0.375   TIME= 21:16:12
 Element shape checking is currently inactive.  Issue SHPP,ON or         
 SHPP,WARN to reactivate, if desired.                                    

 *** NOTE ***                            CP =       0.438   TIME= 21:16:12
 The model data was checked and warning messages were found.             
  Please review output or errors file ( G:\Study\Bolotov\popytka s       
 boltami\_ProjectScratch\ScrAEBC\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 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    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   21:16:12  JUN 14, 2017 CP=      0.438

 prostayay_poluchilas--Static Structural (D5)                                  



                       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 =       0.469   TIME= 21:16:12
 Material number 13 (used by element 4358 ) 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 =       0.469   TIME= 21:16:12
 The step data was checked and warning messages were found.              
  Please review output or errors file ( G:\Study\Bolotov\popytka s       
 boltami\_ProjectScratch\ScrAEBC\file0.err ) for these warning           
 messages.                                                               

 *** NOTE ***                            CP =       0.469   TIME= 21:16:12
 This nonlinear analysis defaults to using the full Newton-Raphson       
 solution procedure.  This can be modified using the NROPT command.      

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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         0.16831E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.16831E-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 =       0.719   TIME= 21:16:12
 Max.  Initial penetration 3.469446952E-18 was detected between contact  
 element 2171 and target element 2421.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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         0.22457E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22457E-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 =       0.719   TIME= 21:16:12
 Max.  Initial penetration 3.469446952E-18 was detected between contact  
 element 2235 and target element 2126.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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      0.20365E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.19642E-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         0.29643E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.29643E-02
 Average contact pair depth                   0.19642E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.39283E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 Max.  Initial penetration 0 was detected between contact element 2587   
 and target element 2821.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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      0.20365E+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         0.22210E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22210E-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 =       0.719   TIME= 21:16:12
 Max.  Initial penetration 0 was detected between contact element 2636   
 and target element 2553.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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      0.17765E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.13020E-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         0.84040E-05
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.16808E-02
 Average contact pair depth                   0.13020E-02
 Default pinball region factor PINB           0.25000    
 The resulting pinball region                 0.32549E-03
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 Max.  Initial penetration 9.244210119E-08 was detected between contact  
 element 3060 and target element 3559.                                   
 You may move entire target surface by : x= -6.138411946E-09, y=         
 9.32891801E-23, z= 9.223807225E-08,to reduce initial penetration.       
  
 Max.  Geometric gap 1.448134975E-06 has been detected between contact   
 element 3028 and target element 3624.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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      0.17765E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.22517E-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         0.11879E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.23757E-02
 Average contact pair depth                   0.22517E-02
 Default pinball region factor PINB           0.25000    
 The resulting pinball region                 0.56292E-03
 Initial penetration/gap is excluded.
 Bonded contact (always) is defined.

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 Max.  Initial penetration 6.855588682E-08 was detected between contact  
 element 3266 and target element 2995.                                   
 You may move entire target surface by : x= 4.26347619E-08, y=           
 1.254901699E-12, z= -5.368600091E-08,to reduce initial penetration.     
  
 Max.  Geometric gap 1.341981518E-06 has been detected between contact   
 element 3375 and target element 3014.                                   
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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 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      0.24000E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Max. initial friction coefficient MU         0.13000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.22249E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22249E-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 =       0.719   TIME= 21:16:12
 Min.  Initial gap 1.E-03 was detected between contact element 3925 and  
 target element 4274.                                                    
 You may move entire target surface by: x= 3.657016477E-19, y= 1.E-03,   
 z= -3.997946384E-19, to bring it in contact.                            
 ****************************************
  

 *** NOTE ***                            CP =       0.719   TIME= 21:16:12
 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 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      0.24000E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Max. initial friction coefficient MU         0.13000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.22552E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22552E-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 =       0.719   TIME= 21:16:12
 Min.  Initial gap 1.E-03 was detected between contact element 4079 and  
 target element 3730.                                                    
 You may move entire target surface by: x= -1.098069445E-19, y= -1.E-03, 
 z= -2.055603803E-19, to bring it in contact.                            
 ****************************************
  
  
  

  
  
     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: 4430
  ...Number of nodes:    8751
  ...Decompose to 2 CPU domains
  ...Element load balance ratio =     1.045


                      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----
    13             8678  APPLIED PRELOAD FORCE=  100.00      F COMMAND

 *** NOTE ***                            CP =       0.969   TIME= 21:16:12
 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      0.20365E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.19642E-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         0.29643E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.29643E-02
 Average contact pair depth                   0.19642E-02
 Default pinball region factor PINB            2.0000    
 The resulting pinball region                 0.39283E-02
 Initial penetration will be ramped during the first load step.

 *** NOTE ***                            CP =       0.969   TIME= 21:16:12
 Max.  Initial penetration 0 was detected between contact element 2587   
 and target element 2821.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.969   TIME= 21:16:12
 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      0.20365E+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         0.22210E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22210E-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 =       0.969   TIME= 21:16:12
 Max.  Initial penetration 0 was detected between contact element 2636   
 and target element 2553.                                                
 ****************************************
  

 *** NOTE ***                            CP =       0.969   TIME= 21:16:12
 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 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      0.24000E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Max. initial friction coefficient MU         0.13000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.22249E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22249E-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 =       0.969   TIME= 21:16:12
 Min.  Initial gap 1.E-03 was detected between contact element 3925 and  
 target element 4274.                                                    
 You may move entire target surface by: x= 3.657016477E-19, y= 1.E-03,   
 z= -3.997946384E-19, to bring it in contact.                            
 ****************************************
  

 *** NOTE ***                            CP =       0.969   TIME= 21:16:12
 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 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      0.24000E+16
 Default penetration tolerance factor FTOLN   0.10000    
 The resulting penetration tolerance          0.16667E-03
 Max. initial friction coefficient MU         0.13000    
 Default tangent stiffness factor FKT          1.0000    
 Default elastic slip factor SLTOL            0.10000E-01
 The resulting elastic slip tolerance         0.22552E-04
 Update contact stiffness at each iteration
 Default Max. friction stress TAUMAX          0.10000E+21
 Average contact surface length               0.22552E-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 =       0.969   TIME= 21:16:12
 Min.  Initial gap 1.E-03 was detected between contact element 4079 and  
 target element 3730.                                                    
 You may move entire target surface by: x= -1.098069445E-19, y= -1.E-03, 
 z= -2.055603803E-19, to bring it in contact.                            
 ****************************************
  
 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED              
  TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.                          


 *** NOTE ***                            CP =       1.312   TIME= 21:16:13
 The PCG solver has automatically set the level of difficulty for this   
 model to 2.                                                             
  
 The FEA model contains 0 external CE equations and 219 internal CE      
 equations.                                                              
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           7
 Max.  Penetration of 0 has been detected between contact element 2587   
 and target element 2821.                                                
 For total 43 contact elements, there are 43 elements are in contact.    
 There are 43 elements are in sticking.                                  
 Contacting area 1.035461747E-04.                                        
 Max.  Pinball distance 3.928315888E-03.                                 
 One of the contact searching regions contains at least 36 target        
 elements.                                                               
 Max.  Pressure/force 1.559837663E-03.                                   
 Max.  Normal stiffness 5.924645572E+14.                                 
 Min.  Normal stiffness 5.924645572E+14.                                 
 Max.  Tangential stiffness 4.416461963E+12.                             
 Min.  Tangential stiffness 4.416461963E+12.                             
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           8
 Max.  Penetration of 0 has been detected between contact element 2636   
 and target element 2553.                                                
 For total 164 contact elements, there are 34 elements are in contact.   
 There are 34 elements are in sticking.                                  
 Contacting area 1.26002849E-04.                                         
 Max.  Pinball distance 3.333333334E-03.                                 
 One of the contact searching regions contains at least 19 target        
 elements.                                                               
 Max.  Pressure/force 1.697621545E-03.                                   
 Max.  Normal stiffness 8.605895656E+14.                                 
 Min.  Normal stiffness 8.605895656E+14.                                 
 Max.  Tangential stiffness 7.265286796E+12.                             
 Min.  Tangential stiffness 7.265286796E+12.                             
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          11
 Min.  Gap of 1.E-03 has been detected between contact element 3925 and  
 target element 4274.                                                    
 Max.  Pinball distance 1.666666667E-03.                                 
 One of the contact searching regions contains at least 18 target        
 elements.                                                               
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          12

 *** NOTE ***                            CP =       1.641   TIME= 21:16:13
 Contact pair is inactive.                                               


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

   TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
               Translational mass               |   Coupled translational/rotational mass
        0.91525E-01    0.0000        0.0000     |     0.0000       0.13729E-02   0.55188E-03
         0.0000       0.91525E-01    0.0000     |   -0.13729E-02    0.0000       0.13729E-02
         0.0000        0.0000       0.91525E-01 |   -0.55188E-03  -0.13729E-02    0.0000    
     ------------------------------------------ | ------------------------------------------
                                                |         Rotational mass (inertia)
                                                |    0.32109E-04   0.82782E-05  -0.20593E-04
                                                |    0.82782E-05   0.52448E-04   0.82782E-05
                                                |   -0.20593E-04   0.82782E-05   0.32109E-04

   TOTAL MASS = 0.91525E-01
     The mass principal axes coincide with the global Cartesian axes

   CENTER OF MASS (X,Y,Z)=   0.15000E-01  -0.60298E-02   0.15000E-01

   TOTAL INERTIA ABOUT CENTER OF MASS
        0.81882E-05   0.30701E-11  -0.58898E-12
        0.30701E-11   0.11262E-04   0.12112E-11
       -0.58898E-12   0.12112E-11   0.81882E-05
     The inertia principal axes coincide with the global Cartesian axes


  *** MASS SUMMARY BY ELEMENT TYPE ***

  TYPE      MASS
     1  0.308861E-01
     2  0.308861E-01
     3  0.245742E-01
     4  0.517896E-02

 Range of element maximum matrix coefficients in global coordinates
 Maximum = 1.691409081E+09 at element 2197.                              
 Minimum = 65549476.9 at element 2602.                                   

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

        1       480  SOLID186      0.094   0.000195
        2       492  SOLID186      0.094   0.000191
        3       961  SOLID187      0.031   0.000033
        4       174  SOLID186      0.047   0.000269
        5       218  CONTA174      0.016   0.000072
        6       218  TARGE170      0.000   0.000000
        7       207  CONTA174      0.062   0.000302
        8       207  TARGE170      0.000   0.000000
        9       376  CONTA174      0.047   0.000125
       10       376  TARGE170      0.000   0.000000
       11       324  CONTA174      0.016   0.000048
       12       324  TARGE170      0.000   0.000000
       13        73  PRETS179      0.000   0.000000
 Time at end of element matrix formulation CP = 1.640625.                

 ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb
  FOR POSSIBLE RESUME FROM THIS POINT
     FORCE CONVERGENCE VALUE  =   20.00      CRITERION=  0.1020    
 curEqn=   1075  totEqn=   1075 Job CP sec=      1.719
      Factor Done= 100% Factor Wall sec=      0.010 rate=    3449.7 Mflops
 Iteration=    10 Ratio=  0.160589     Limit=  1.000000E-08 Wall=     0.0
 Iteration=   100 Ratio=  7.631792E-04 Limit=  1.000000E-08 Wall=     0.3
 Iteration=   155 Ratio=  2.150644E-06 Limit=  1.000000E-08 Wall=     0.5

 DISTRIBUTED PCG SOLVER SOLUTION CONVERGED

 DISTRIBUTED PCG SOLVER SOLUTION STATISTICS

   NUMBER OF DOMAINS   =         123
   NUMBER OF ITERATIONS=         202
   NUMBER OF EQUATIONS =       26251
   LEVEL OF CONVERGENCE=           1
   CALCULATED NORM     = 0.93292E-08
   SPECIFIED TOLERANCE = 0.10000E-07
   TOTAL CPU TIME (sec)=        0.72
   TOTAL WALL TIME(sec)=        0.76
   TOTAL MEMORY (GB)   =        0.02

     DISP CONVERGENCE VALUE   =  0.2090E-07  CRITERION=  0.1066E-08
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2090E-07
     DISP CONVERGENCE VALUE   =  0.2090E-07  CRITERION=  0.1088E-08
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.2090E-07
     FORCE CONVERGENCE VALUE  =   10.83      CRITERION=  0.1041    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.9133E-07
     DISP CONVERGENCE VALUE   =  0.9133E-07  CRITERION=  0.5953E-08
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.9133E-07
     FORCE CONVERGENCE VALUE  =  0.8146      CRITERION=  0.1062    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.6588E-08
     DISP CONVERGENCE VALUE   =  0.6588E-08  CRITERION=  0.6091E-08
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.6588E-08
     FORCE CONVERGENCE VALUE  =  0.4237      CRITERION=  0.1084    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4783E-08
     DISP CONVERGENCE VALUE   =  0.4783E-08  CRITERION=  0.6412E-08 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.4783E-08
     FORCE CONVERGENCE VALUE  =  0.3217      CRITERION=  0.1106    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4175E-08
     DISP CONVERGENCE VALUE   =  0.4175E-08  CRITERION=  0.6700E-08 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.4175E-08
     FORCE CONVERGENCE VALUE  =  0.1621      CRITERION=  0.1129    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1919E-08
     DISP CONVERGENCE VALUE   =  0.1919E-08  CRITERION=  0.6947E-08 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1919E-08
     FORCE CONVERGENCE VALUE  =  0.6388E-01  CRITERION=  0.1152     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   6

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

        1       480  SOLID186      0.031   0.000065
        2       492  SOLID186      0.031   0.000064
        3       961  SOLID187      0.062   0.000065
        4       174  SOLID186      0.031   0.000180
        5       213  CONTA174      0.031   0.000147
        7       199  CONTA174      0.016   0.000079
        9       315  CONTA174      0.000   0.000000
       11       324  CONTA174      0.000   0.000000

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

        1       480  SOLID186      0.000   0.000000
        2       492  SOLID186      0.000   0.000000
        3       961  SOLID187      0.000   0.000000
        4       174  SOLID186      0.000   0.000000
        5       213  CONTA174      0.000   0.000000
        7       199  CONTA174      0.000   0.000000
        9       315  CONTA174      0.000   0.000000
       11       324  CONTA174      0.000   0.000000
 *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      6
 *** TIME =  0.200000         TIME INC =  0.200000    
 *** AUTO STEP TIME:  NEXT TIME INC = 0.20000      UNCHANGED

     FORCE CONVERGENCE VALUE  =  0.1109      CRITERION=  0.2041    
     DISP CONVERGENCE VALUE   =  0.7039E-08  CRITERION=  0.6513E-08
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.7039E-08
     DISP CONVERGENCE VALUE   =  0.7039E-08  CRITERION=  0.6646E-08
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.7039E-08
     FORCE CONVERGENCE VALUE  =  0.6168E-01  CRITERION=  0.2082     <<< CONVERGED
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1367E-02
     DISP CONVERGENCE VALUE   =  0.1042E-02  CRITERION=  0.5537E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.1042E-02
     FORCE CONVERGENCE VALUE  =   1645.      CRITERION=   4.006    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.8950E-03
     DISP CONVERGENCE VALUE   =  0.4475E-04  CRITERION=  0.5650E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.4475E-04
     FORCE CONVERGENCE VALUE  =  0.1093E+05  CRITERION=   4.688    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.5067E-02

 *** WARNING ***                         CP =      29.188   TIME= 21:16:41
 Contact element 2711 (real ID 8) status changes abruptly from           
 no-contact -> contact (with target element 2566).                       
     DISP CONVERGENCE VALUE   =  0.2534E-03  CRITERION=  0.5765E-04
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.2534E-03
     FORCE CONVERGENCE VALUE  =  0.1082E+05  CRITERION=   7.613    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3315E-03
     DISP CONVERGENCE VALUE   =  0.9183E-04  CRITERION=  0.5883E-04
     LINE SEARCH PARAMETER =  0.2770     SCALED MAX DOF INC = -0.9183E-04
     FORCE CONVERGENCE VALUE  =   8120.      CRITERION=   5.982    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2014E-03
     DISP CONVERGENCE VALUE   =  0.2009E-03  CRITERION=  0.6003E-04
     LINE SEARCH PARAMETER =  0.9974     SCALED MAX DOF INC = -0.2009E-03
     FORCE CONVERGENCE VALUE  =   1093.      CRITERION=   1.386    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1296E-03
     DISP CONVERGENCE VALUE   =  0.1296E-03  CRITERION=  0.6125E-04
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1296E-03
     FORCE CONVERGENCE VALUE  =   361.0      CRITERION=  0.4086    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4062E-01
     DISP CONVERGENCE VALUE   =  0.2031E-02  CRITERION=  0.1261E-03
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  0.2031E-02
     FORCE CONVERGENCE VALUE  =   601.2      CRITERION=  0.4031    
    EQUIL ITER   9 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9649E-02
     DISP CONVERGENCE VALUE   =  0.1641E-02  CRITERION=  0.1286E-03
     LINE SEARCH PARAMETER =  0.1701     SCALED MAX DOF INC = -0.1641E-02
     FORCE CONVERGENCE VALUE  =   733.9      CRITERION=  0.3677    
    >>> PREDICTED NUMBER OF ITERATIONS FOR CONVERGENCE=  52 EXCEEDS MAX OF  26
 *** LOAD STEP     1   SUBSTEP     2  NOT COMPLETED.  CUM ITER =     16
 *** BEGIN BISECTION NUMBER   1    NEW TIME INCREMENT=  0.10000    

     FORCE CONVERGENCE VALUE  =  0.8340E-01  CRITERION=  0.1531    
     DISP CONVERGENCE VALUE   =  0.5323E-08  CRITERION=  0.6154E-08 <<< CONVERGED
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5323E-08
     DISP CONVERGENCE VALUE   =  0.5323E-08  CRITERION=  0.6280E-08 <<< CONVERGED
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.5323E-08
     FORCE CONVERGENCE VALUE  =  0.4161E-01  CRITERION=  0.1562     <<< CONVERGED
    >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   1
 *** LOAD STEP     1   SUBSTEP     2  COMPLETED.    CUM ITER =     16
 *** TIME =  0.300000         TIME INC =  0.100000    
 *** AUTO STEP TIME:  NEXT TIME INC = 0.10000      UNCHANGED

     FORCE CONVERGENCE VALUE  =  0.7351E-01  CRITERION=  0.2041    
     DISP CONVERGENCE VALUE   =  0.1367E-02  CRITERION=  0.6973E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1367E-02
     DISP CONVERGENCE VALUE   =  0.1042E-02  CRITERION=  0.7115E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.1042E-02
     FORCE CONVERGENCE VALUE  =   1636.      CRITERION=   3.910    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9285E-03
     DISP CONVERGENCE VALUE   =  0.4643E-04  CRITERION=  0.7260E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.4643E-04
     FORCE CONVERGENCE VALUE  =  0.1235E+05  CRITERION=   4.576    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.5520E-03
     DISP CONVERGENCE VALUE   =  0.1744E-03  CRITERION=  0.7408E-04
     LINE SEARCH PARAMETER =  0.3160     SCALED MAX DOF INC = -0.1744E-03
     FORCE CONVERGENCE VALUE  =   9005.      CRITERION=   6.406    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1165E-02
     DISP CONVERGENCE VALUE   =  0.2501E-03  CRITERION=  0.7560E-04
     LINE SEARCH PARAMETER =  0.2147     SCALED MAX DOF INC =  0.2501E-03
     FORCE CONVERGENCE VALUE  =   7186.      CRITERION=   5.472    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.6928E-03
     DISP CONVERGENCE VALUE   =  0.1682E-03  CRITERION=  0.7714E-04
     LINE SEARCH PARAMETER =  0.2428     SCALED MAX DOF INC = -0.1682E-03
     FORCE CONVERGENCE VALUE  =   5487.      CRITERION=   4.194    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1338E-02
     DISP CONVERGENCE VALUE   =  0.5919E-03  CRITERION=  0.7871E-04
     LINE SEARCH PARAMETER =  0.4423     SCALED MAX DOF INC =  0.5919E-03
     FORCE CONVERGENCE VALUE  =   3135.      CRITERION=   2.577    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1523E-01

 *** WARNING ***                         CP =      87.141   TIME= 21:17:40
 Contact element 2673 (real ID 8) status changes abruptly from contact   
 (with target element 2571) -> no-contact.                               
     DISP CONVERGENCE VALUE   =  0.7614E-03  CRITERION=  0.8032E-04
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  0.7614E-03
     FORCE CONVERGENCE VALUE  =   2866.      CRITERION=   1.952    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  -5.480    
     DISP CONVERGENCE VALUE   =   5.480      CRITERION=  0.3286    
     LINE SEARCH PARAMETER =  0.9999     SCALED MAX DOF INC =  -5.480    
     FORCE CONVERGENCE VALUE  =   2543.      CRITERION=  0.3148    

 *** WARNING ***                         CP =     107.562   TIME= 21:18:00
 The PCG solver detects that the stiffness matrix is ill-conditioned.    
 The solution has not converged.  Please check for rigid body motions    
 in your model.                                                          
                                                                         

 *** ERROR ***                           CP =     107.562   TIME= 21:18:00
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
    >>> NEGATIVE PIVOT ENCOUNTERED
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     25
 *** BEGIN BISECTION NUMBER   1    NEW TIME INCREMENT=  0.50000E-01

     FORCE CONVERGENCE VALUE  =   5.000      CRITERION=  0.1786    
     DISP CONVERGENCE VALUE   =  0.1426E-02  CRITERION=  0.7277E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1426E-02
     DISP CONVERGENCE VALUE   =  0.1088E-02  CRITERION=  0.7426E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.1088E-02
     FORCE CONVERGENCE VALUE  =  0.1896E+05  CRITERION=   23.73    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4856E-02
     DISP CONVERGENCE VALUE   =  0.2428E-03  CRITERION=  0.7577E-04
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.2428E-03
     FORCE CONVERGENCE VALUE  =  0.5041E+05  CRITERION=   30.59    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1455E-02
     DISP CONVERGENCE VALUE   =  0.1036E-02  CRITERION=  0.7732E-04
     LINE SEARCH PARAMETER =  0.7121     SCALED MAX DOF INC =  0.1036E-02
     FORCE CONVERGENCE VALUE  =  0.1479E+05  CRITERION=   10.20    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.9750E-01

 *** WARNING ***                         CP =     118.812   TIME= 21:18:12
 Contact element 2673 (real ID 8) status changes abruptly from contact   
 (with target element 2571) -> no-contact.                               
     DISP CONVERGENCE VALUE   =  0.9747E-01  CRITERION=  0.5387E-02
     LINE SEARCH PARAMETER =  0.9996     SCALED MAX DOF INC =  0.9747E-01
     FORCE CONVERGENCE VALUE  =   1496.      CRITERION=   1.467    

 *** WARNING ***                         CP =     133.688   TIME= 21:18:27
 The PCG solver detects that the stiffness matrix is ill-conditioned.    
 The solution has not converged.  Please check for rigid body motions    
 in your model.                                                          
                                                                         

 *** ERROR ***                           CP =     133.688   TIME= 21:18:27
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
    >>> NEGATIVE PIVOT ENCOUNTERED
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     30
 *** BEGIN BISECTION NUMBER   2    NEW TIME INCREMENT=  0.25000E-01

     FORCE CONVERGENCE VALUE  =   2.500      CRITERION=  0.1658    
     DISP CONVERGENCE VALUE   =  0.1324E-02  CRITERION=  0.6757E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1324E-02
     DISP CONVERGENCE VALUE   =  0.1010E-02  CRITERION=  0.6895E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.1010E-02
     FORCE CONVERGENCE VALUE  =  0.7088      CRITERION=  0.1692    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3956E-03
     DISP CONVERGENCE VALUE   =  0.4327E-04  CRITERION=  0.7036E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.1094     SCALED MAX DOF INC =  0.4327E-04
     FORCE CONVERGENCE VALUE  =   4427.      CRITERION=   8.670    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1599E-02
     DISP CONVERGENCE VALUE   =  0.7995E-04  CRITERION=  0.7180E-04
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.7995E-04
     FORCE CONVERGENCE VALUE  =  0.1656E+05  CRITERION=   9.828    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3520E-02
     DISP CONVERGENCE VALUE   =  0.1777E-02  CRITERION=  0.8442E-04
     LINE SEARCH PARAMETER =  0.5049     SCALED MAX DOF INC = -0.1777E-02
     FORCE CONVERGENCE VALUE  =   7874.      CRITERION=  0.3204    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1734    

 *** WARNING ***                         CP =     155.297   TIME= 21:18:49
 Contact element 2673 (real ID 8) status changes abruptly from contact   
 (with target element 2571) -> no-contact.                               
     DISP CONVERGENCE VALUE   =  0.1734      CRITERION=  0.9733E-02
     LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.1734    
     FORCE CONVERGENCE VALUE  =   200.8      CRITERION=  0.1834    

 *** WARNING ***                         CP =     170.281   TIME= 21:19:04
 The PCG solver detects that the stiffness matrix is ill-conditioned.    
 The solution has not converged.  Please check for rigid body motions    
 in your model.                                                          
                                                                         

 *** ERROR ***                           CP =     170.281   TIME= 21:19:04
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
    >>> NEGATIVE PIVOT ENCOUNTERED
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     36
 *** BEGIN BISECTION NUMBER   3    NEW TIME INCREMENT=  0.12500E-01

     FORCE CONVERGENCE VALUE  =   1.251      CRITERION=  0.1594    
     DISP CONVERGENCE VALUE   =  0.1274E-02  CRITERION=  0.6498E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1274E-02
     DISP CONVERGENCE VALUE   =  0.9711E-03  CRITERION=  0.6630E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.9711E-03
     FORCE CONVERGENCE VALUE  =  0.4325      CRITERION=  0.1627    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3997E-03
     DISP CONVERGENCE VALUE   =  0.4372E-04  CRITERION=  0.6765E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.1094     SCALED MAX DOF INC =  0.4372E-04
     FORCE CONVERGENCE VALUE  =  0.3927      CRITERION=  0.1660    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3560E-03
     DISP CONVERGENCE VALUE   =  0.1780E-04  CRITERION=  0.6904E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  0.1780E-04
     FORCE CONVERGENCE VALUE  =   268.0      CRITERION=  0.7546    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1809E-02
     DISP CONVERGENCE VALUE   =  0.9047E-04  CRITERION=  0.7044E-04
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.9047E-04
     FORCE CONVERGENCE VALUE  =   1151.      CRITERION=  0.8472    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3501E-02
     DISP CONVERGENCE VALUE   =  0.1751E-03  CRITERION=  0.7188E-04
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.1751E-03
     FORCE CONVERGENCE VALUE  =   1798.      CRITERION=   3.133    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2705E-03
     DISP CONVERGENCE VALUE   =  0.2026E-03  CRITERION=  0.7335E-04
     LINE SEARCH PARAMETER =  0.7490     SCALED MAX DOF INC =  0.2026E-03
     FORCE CONVERGENCE VALUE  =   998.5      CRITERION=  0.3871    
    EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1936E-03
     DISP CONVERGENCE VALUE   =  0.1393E-03  CRITERION=  0.7485E-04
     LINE SEARCH PARAMETER =  0.7197     SCALED MAX DOF INC =  0.1393E-03
     FORCE CONVERGENCE VALUE  =   772.4      CRITERION=  0.2107    
    EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1028E-02
     DISP CONVERGENCE VALUE   =  0.2384E-03  CRITERION=  0.7637E-04
     LINE SEARCH PARAMETER =  0.2318     SCALED MAX DOF INC = -0.2384E-03
     FORCE CONVERGENCE VALUE  =   562.9      CRITERION=  0.2041    
    EQUIL ITER   9 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2668E-02
     DISP CONVERGENCE VALUE   =  0.2668E-02  CRITERION=  0.1587E-03
     LINE SEARCH PARAMETER =  0.9997     SCALED MAX DOF INC =  0.2668E-02
     FORCE CONVERGENCE VALUE  =   100.8      CRITERION=  0.1912    
    >>> PREDICTED NUMBER OF ITERATIONS FOR CONVERGENCE=  52 EXCEEDS MAX OF  26
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     46
 *** BEGIN BISECTION NUMBER   4    NEW TIME INCREMENT=  0.62500E-02

     FORCE CONVERGENCE VALUE  =  0.6264      CRITERION=  0.1563    
     DISP CONVERGENCE VALUE   =  0.1248E-02  CRITERION=  0.6368E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1248E-02
     DISP CONVERGENCE VALUE   =  0.9516E-03  CRITERION=  0.6498E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.9516E-03
     FORCE CONVERGENCE VALUE  =  0.3264      CRITERION=  0.1594    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4012E-03
     DISP CONVERGENCE VALUE   =  0.9153E-04  CRITERION=  0.6630E-04
     LINE SEARCH PARAMETER =  0.2281     SCALED MAX DOF INC =  0.9153E-04
     FORCE CONVERGENCE VALUE  =   1753.      CRITERION=   4.428    
    EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.7267E-03
     DISP CONVERGENCE VALUE   =  0.3634E-04  CRITERION=  0.6765E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.3634E-04
     FORCE CONVERGENCE VALUE  =   6846.      CRITERION=   4.888    
    EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3332E-02
     DISP CONVERGENCE VALUE   =  0.1636E-02  CRITERION=  0.9602E-04
     LINE SEARCH PARAMETER =  0.4910     SCALED MAX DOF INC = -0.1636E-02
     FORCE CONVERGENCE VALUE  =   3386.      CRITERION=  0.1699    
    EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4160E-03
     DISP CONVERGENCE VALUE   =  0.2080E-04  CRITERION=  0.9798E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  0.2080E-04
     FORCE CONVERGENCE VALUE  =   3735.      CRITERION=   4.098    
    EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5956    

 *** WARNING ***                         CP =     236.297   TIME= 21:20:11
 Contact element 2673 (real ID 8) status changes abruptly from contact   
 (with target element 2571) -> no-contact.                               
     DISP CONVERGENCE VALUE   =  0.5521      CRITERION=  0.3172E-01
     LINE SEARCH PARAMETER =  0.9271     SCALED MAX DOF INC =  0.5521    
     FORCE CONVERGENCE VALUE  =  0.3178E+05  CRITERION=  0.1810    

 *** WARNING ***                         CP =     256.078   TIME= 21:20:31
 The PCG solver detects that the stiffness matrix is ill-conditioned.    
 The solution has not converged.  Please check for rigid body motions    
 in your model.                                                          
                                                                         

 *** ERROR ***                           CP =     256.078   TIME= 21:20:31
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
    >>> NEGATIVE PIVOT ENCOUNTERED
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     52
 *** BEGIN BISECTION NUMBER   5    NEW TIME INCREMENT=  0.31250E-02

     FORCE CONVERGENCE VALUE  =  0.3152      CRITERION=  0.1547    
     DISP CONVERGENCE VALUE   =  0.1235E-02  CRITERION=  0.6303E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1235E-02
     DISP CONVERGENCE VALUE   =  0.9419E-03  CRITERION=  0.6431E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.9419E-03
     FORCE CONVERGENCE VALUE  =  0.2919      CRITERION=  0.1578    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4018E-03
     DISP CONVERGENCE VALUE   =  0.2327E-04  CRITERION=  0.6562E-04 <<< CONVERGED
     LINE SEARCH PARAMETER =  0.5790E-01 SCALED MAX DOF INC =  0.2327E-04
     FORCE CONVERGENCE VALUE  =  0.2797      CRITERION=  0.1610    

 *** WARNING ***                         CP =     286.062   TIME= 21:21:01
 The PCG solver detects that the stiffness matrix is ill-conditioned.    
 The solution has not converged.  Please check for rigid body motions    
 in your model.                                                          
                                                                         

 *** ERROR ***                           CP =     286.062   TIME= 21:21:01
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
    >>> NEGATIVE PIVOT ENCOUNTERED
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     55
 *** BEGIN BISECTION NUMBER   6    NEW TIME INCREMENT=  0.15625E-02

     FORCE CONVERGENCE VALUE  =  0.1617      CRITERION=  0.1539    
     DISP CONVERGENCE VALUE   =  0.1229E-02  CRITERION=  0.6270E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1229E-02
     DISP CONVERGENCE VALUE   =  0.9371E-03  CRITERION=  0.6398E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.9371E-03
     FORCE CONVERGENCE VALUE  =  0.2814      CRITERION=  0.1570    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2713E-02
     DISP CONVERGENCE VALUE   =  0.1370E-03  CRITERION=  0.6529E-04
     LINE SEARCH PARAMETER =  0.5049E-01 SCALED MAX DOF INC = -0.1370E-03
     FORCE CONVERGENCE VALUE  =  0.2713      CRITERION=  0.1602    

 *** ERROR ***                           CP =     310.109   TIME= 21:21:25
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
    >>> NEGATIVE PIVOT ENCOUNTERED
 *** LOAD STEP     1   SUBSTEP     3  NOT COMPLETED.  CUM ITER =     58
 *** BEGIN BISECTION NUMBER   7    NEW TIME INCREMENT=  0.10000E-02

     FORCE CONVERGENCE VALUE  =  0.1083      CRITERION=  0.1536    
     DISP CONVERGENCE VALUE   =  0.1227E-02  CRITERION=  0.6258E-04
    EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.1227E-02
     DISP CONVERGENCE VALUE   =  0.9353E-03  CRITERION=  0.6386E-04
     LINE SEARCH PARAMETER =  0.7625     SCALED MAX DOF INC =  0.9353E-03
     FORCE CONVERGENCE VALUE  =  0.2789      CRITERION=  0.1567    
    EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1002E-01
     DISP CONVERGENCE VALUE   =  0.5017E-03  CRITERION=  0.6516E-04
     LINE SEARCH PARAMETER =  0.5009E-01 SCALED MAX DOF INC = -0.5017E-03
     FORCE CONVERGENCE VALUE  =  0.2690      CRITERION=  0.1599    

 *** WARNING ***                         CP =     345.656   TIME= 21:22:01
 The PCG solver detects that the stiffness matrix is ill-conditioned.    
 The solution has not converged.  Please check for rigid body motions    
 in your model.                                                          
                                                                         

 *** ERROR ***                           CP =     345.656   TIME= 21:22:01
 Preconditioned conjugate gradient solver error level 1.  Please check   
 for an insufficiently constrained model.  Switching to the sparse       
 direct solver may allow this nonlinear analysis to continue beyond      
 this point.                                                             
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           7
 Min.  Gap of 8.575188669E-06 has been detected between contact element  
 2611 and target element 2837.                                           
 Max.  Total sliding distance 4.830634478E-12.                           
 Max.  Pinball distance 3.928315888E-03.                                 
 One of the contact searching regions contains at least 34 target        
 elements.                                                               
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET           8
 Min.  Gap of 1.880699709E-05 has been detected between contact element  
 2673 and target element 2571.                                           
 Contact element 2673 has the highest number of status changes (total 2) 
 during this substep.                                                    
 Max.  Total sliding distance 8.645568041E-12.                           
 Max.  Pinball distance 3.333333334E-03.                                 
 One of the contact searching regions contains at least 19 target        
 elements.                                                               
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          11
 Min.  Gap of 5.349077567E-05 has been detected between contact element  
 4011 and target element 4344.                                           
 Max.  Pinball distance 1.666666667E-03.                                 
 One of the contact searching regions contains at least 17 target        
 elements.                                                               
 *************************************************
  
 *************************************************
  SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          12

 *** NOTE ***                            CP =     345.656   TIME= 21:22:01
 Contact pair is inactive.                                               

 *** WARNING ***                         CP =     345.656   TIME= 21:22:01
 The unconverged solution (identified as time 1 substep 999999) is       
 output for analysis debug purposes.  Results should not be used for     
 any other purpose.                                                      




         R E S T A R T   I N F O R M A T I O N

 REASON FOR TERMINATION. . . . . . . . . .NEGATIVE PIVOT                          
 FILES NEEDED FOR RESTARTING . . . . . . .  file0.Rnnn
                                            file.ldhi
                                            file.rdb
 TIME OF LAST SOLUTION . . . . . . . . . . 0.30000    
    TIME AT START OF THE LOAD STEP . . . .  0.0000    
    TIME AT END OF THE LOAD STEP . . . . .  1.0000    

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




 *** NOTE ***                            CP =     345.875   TIME= 21:22:02
 During this loadstep the PCG iterative solver took more than 1000       
 iterations to solve the system of equations.  In the future it may be   
 more efficient to choose a direct solver, such as the SPARSE solver,    
 for this analysis.                                                      


 NUMBER OF WARNING MESSAGES ENCOUNTERED=         14
 NUMBER OF ERROR   MESSAGES ENCOUNTERED=          7



 ***** PROBLEM TERMINATED BY INDICATED ERROR(S) OR BY END OF INPUT DATA *****

+--------- 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: 21:22     Process ID: 10132
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\ScrAEBC
     1                   Goshik-PC   G:\Study\Bolotov\popytka s boltami\_ProjectScratch\ScrAEBC
 
Latency time from master to core    1 =    0.616 microseconds
 
Communication speed from master to core    1 =  3829.97 MB/sec

Total CPU time for main thread                    :      345.4 seconds
Total CPU time summed for all threads             :      345.9 seconds

Elapsed time spent pre-processing model (/PREP7)  :        0.1 seconds
Elapsed time spent solution - preprocessing       :        0.2 seconds
Elapsed time spent computing solution             :      349.3 seconds
Elapsed time spent solution - postprocessing      :        0.0 seconds
Elapsed time spent post-processing model (/POST1) :        0.0 seconds
 
Equation solver used                              :            PCG (symmetric)
Equation solver computational rate                :     5617.3 Mflops

Maximum total memory used                         :      138.0 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     68 MB |
 |                                                                           |
 |---------------------------------------------------------------------------|
 |                                                                           |
 |        CP Time      (sec) =        345.922       Time  =  21:22:02        |
 |        Elapsed Time (sec) =        352.000       Date  =  06/14/2017      |
 |                                                                           |
 *---------------------------------------------------------------------------*
