General Mechanical

General Mechanical

Soil Pile Contact/Interface convergence issues

    • Srinjoy Gupta
      Subscriber

      Hi, I am trying to excavate soil mass to prepare a slope and reinforce it with piles, for the first step I am only developing the soil mass and then using the INISTATE command such that soil does not deform by its weight and thus incorporates Initial stress. For the next step, I am killing (Element death or birth command) the top trapezoidal part of the soil to develop the slope and at the same time changing the material of the part of the soil mass (meshed finely) to properties of the Pile (using thermal conditions and switching off thermal effects tab), Now when I’m trying to change my connection from Bonded in step 1 ( between soil masses and soil mass to be converted to the pile material in next step) to frictional contact in step 2 ( between soil and pile ) I have convergence issues, I have tried an unsymmetric newton raphson analysis, weak springs still it doesn't converge. Can please look into this

    • Srinjoy Gupta
      Subscriber

      I am using contact step control to activate bonded contact in Step 1 and deactivate it in step 2, while the reverse for frictional contact 

    • Ashish Khemka
      Ansys Employee

      Hi @Srinjoy,

       

      What if you do not change the contact? Can you also share the snapshot of the solver output?

       

      Regards,

      Ahish Khemka

    • Srinjoy Gupta
      Subscriber

      Ansys Mechanical Enterprise Academic Student     


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                *****  ANSYS COMMAND LINE ARGUMENTS  *****
        BATCH MODE REQUESTED (-b)    = NOLIST
        INPUT FILE COPY MODE (-c)    = COPY
        DISTRIBUTED MEMORY PARALLEL REQUESTED
             4 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
          TOTAL OF     4 CORES REQUESTED
        INPUT FILE NAME              = E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C\dummy.dat
        OUTPUT FILE NAME             = E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C\solve.out
        START-UP FILE MODE           = NOREAD
        STOP FILE MODE               = NOREAD

       RELEASE= 2022 R1              BUILD= 22.1      UP20211129   VERSION=WINDOWS x64
       CURRENT JOBNAME=file0  21:54:13  NOV 11, 2022 CP=      0.000


       PARAMETER _DS_PROGRESS =     999.0000000   

       /INPUT FILE= ds.dat  LINE=       0



       *** NOTE ***                            CP =       0.172   TIME= 21:54:14
       The /CONFIG,NOELDB command is not valid in a Distributed ANSYS         
       solution.  Command is ignored.                                         

       *GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  21.9038889   

       TITLE=
       Validation reinforced 2_tetrahedron--Static Structural (A5)                  

        ACT Extensions:
            LSDYNA, 2021.1
            5f463412-bd3e-484b-87e7-cbc0a665e474, wbex
       

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

       PARAMETER _WB_PROJECTSCRATCH_DIR(1) = E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C\

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

       PARAMETER _WB_SOLVERFILES_DIR(1) = E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\Validation reinforced 2_tetrahedron_files\dp0\SYS-5\MECH\

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

       PARAMETER _WB_USERFILES_DIR(1) = E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\Validation reinforced 2_tetrahedron_files\user_files\
       --- Data in consistent NMM units. See Solving Units in the help system for more

       MPA UNITS SPECIFIED FOR INTERNAL   
        LENGTH      = MILLIMETERS (mm)
        MASS        = TONNE (Mg)
        TIME        = SECONDS (sec)
        TEMPERATURE = CELSIUS (C)
        TOFFSET     = 273.0
        FORCE       = NEWTON (N)
        HEAT        = MILLIJOULES (mJ)

       INPUT  UNITS ARE ALSO SET TO MPA

       *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2022 R1          22.1     ***
       DISTRIBUTED Ansys Mechanical Enterprise Academic Student     

       00000000  VERSION=WINDOWS x64   21:54:14  NOV 11, 2022 CP=      0.172

       Validation reinforced 2_tetrahedron--Static Structural (A5)                  



                ***** ANSYS ANALYSIS DEFINITION (PREP7) *****
       *********** Nodes for the whole assembly ***********
       *********** Elements for Body 1 "soil_2" ***********
       *********** Elements for Body 3 "soil_3" ***********
       *********** Elements for Body 4 "soil_4" ***********
       *********** Elements for Body 5 "soil_5" ***********
       *********** Elements for Body 6 "soil_6" ***********
       *********** Elements for Body 7 "Solid" ***********
       *********** Elements for Body 9 "Pile" ***********
       *********** Elements for Body 10 "Solid1" ***********
       *********** Elements for Body 12 "Pile1" ***********
       *********** Send User Defined Coordinate System(s) ***********
       *********** Set Reference Temperature ***********
       *********** Send Materials ***********
       *********** Create Contact "Contact Region" ***********
                   Real Constant Set For Above Contact Is 15 & 14
       *********** Create Contact "Contact Region 2" ***********
                   Real Constant Set For Above Contact Is 17 & 16
       *********** Create Contact "Contact Region 3" ***********
                   Real Constant Set For Above Contact Is 19 & 18
       *********** Create Contact "Contact Region 4" ***********
                   Real Constant Set For Above Contact Is 21 & 20
       *********** Create Contact "Frictional - Solid To Pile" ***********
                   Real Constant Set For Above Contact Is 23 & 22
       *********** Create Contact "Frictional - Solid To Pile1" ***********
                   Real Constant Set For Above Contact Is 25 & 24
       *********** Create Contact "Frictional - Pile To Solid1" ***********
                   Real Constant Set For Above Contact Is 27 & 26
       *********** Create Contact "Frictional - Solid1 To Pile1" ***********
                   Real Constant Set For Above Contact Is 29 & 28
       *********** Fixed Supports ***********
       ******* Constant Zero Displacement X *******
       ******* Constant Zero Displacement Y *******
       *********** Define Body Force Temperature ***********
       *********** Define Components for Element Birth and Death ***********


       ***** ROUTINE COMPLETED *****  CP =         0.297


       --- Number of total nodes = 27923
       --- Number of contact elements = 3908
       --- Number of spring elements = 0
       --- Number of bearing elements = 0
       --- Number of solid elements = 8519
       --- Number of condensed parts = 0
       --- Number of total elements = 12427

       *GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  21.9038889   
       ****************************************************************************
       *************************    SOLUTION       ********************************
       ****************************************************************************

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


       PERFORM A STATIC ANALYSIS
        THIS WILL BE A NEW ANALYSIS

       PARAMETER _THICKRATIO =     1.000000000   

       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   -1

       DELETE RESTART FILES OF ENDSTEP
       ****************************************************
       ******************* SOLVE FOR LS 1 OF 2 ****************

       USE THE FULL NEWTON-RAPHSON OPTION FOR  ALL DEGREES OF FREEDOM
         AND USE THE DEFAULT ADAPTIVE DESCENT OPTION
       *********** Apply "Contact Step Control 5" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        22 TO         22 STEP          1

              732  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 6" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        24 TO         24 STEP          1

              252  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 7" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        26 TO         26 STEP          1

              126  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 8" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        28 TO         28 STEP          1

               12  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW

       ACEL=    0.0000      0.0000     -9806.6   

       PRINTOUT RESUMED BY /GOP

       USE AUTOMATIC TIME STEPPING THIS LOAD STEP

       USE       5 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
       FOR AUTOMATIC TIME STEPPING:
         USE     10 SUBSTEPS AS A MAXIMUM
         USE      3 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 EANG ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
         FOR ALL APPLICABLE ENTITIES

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

       WRITE VENG 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

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

       WRITE CONT ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL
         FOR ALL APPLICABLE ENTITIES
       You have already entered solution.  The /SOLUTION command is ignored.  
       The INISTATE,SET command was successfully executed.
       The INISTATE,SET command was successfully executed.

       PARAMETER C1 =     0.000000000   

       PARAMETER C2 =   -0.1333333000E-04

       PARAMETER C3 =     0.000000000   

       PARAMETER C4 =   -0.1333333000E-04

       PARAMETER C5 =     0.000000000   

       PARAMETER C6 =   -0.2000000000E-04

       PARAMETER C7 =     0.000000000   

       PARAMETER C8 =     0.000000000   

       PARAMETER C9 =     0.000000000   

       PARAMETER C10 =     0.000000000   

       PARAMETER C11 =     0.000000000   

       PARAMETER C12 =     0.000000000   
       The INISTATE,SET command was successfully executed.

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       *** WARNING ***                         CP =       0.438   TIME= 21:54:14
       The INISTATE command is not available for element type 15.             

       ************************************************************************
       The number of ERROR and WARNING messages exceeds 200.                  
       Additional messages suppressed.  See ( E:\IIEST materials\Mtech        
       Thesis\Soil Structure                                                  
       Interaction\Ansys\examples\_ProjectScratch\ScrB42C\file.err ) for      
       suppressed messages.                                                   
       ************************************************************************
       The INISTATE,DEFINE command applied to        12427  elements out of the
             12427  selected elements

       *GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000   

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

       *ENDIF

       *** NOTE ***                            CP =       0.547   TIME= 21:54:14
       The automatic domain decomposition logic has selected the MESH domain  
       decomposition method with 4 processes per solution.                    

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

       *** WARNING ***                         CP =       0.547   TIME= 21:54:14
       Element shape checking is currently inactive.  Issue SHPP,ON or        
       SHPP,WARN to reactivate, if desired.                                   

       *** NOTE ***                            CP =       0.609   TIME= 21:54:14
       The model data was checked and warning messages were found.            
        Please review output or errors file ( E:\IIEST materials\Mtech        
       Thesis\Soil Structure                                                  
       Interaction\Ansys\examples\_ProjectScratch\ScrB42C\file0.err ) for     
       these warning messages.                                                

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

       ELEMENT TYPE         1 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
       HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

       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 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         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

       ELEMENT TYPE         5 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         6 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         7 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
       HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

       ELEMENT TYPE         8 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         9 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        10 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
       HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

       ELEMENT TYPE        11 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        12 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
       HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

       ELEMENT TYPE        13 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 2022 R1          22.1     ***
       DISTRIBUTED Ansys Mechanical Enterprise Academic Student     

       00000000  VERSION=WINDOWS x64   21:54:14  NOV 11, 2022 CP=      0.609

       Validation reinforced 2_tetrahedron--Static Structural (A5)                  



                             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 . . . . . . . . . . . . .FULL            
         GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC 

       *** NOTE ***                            CP =       0.609   TIME= 21:54:14
       The conditions for direct assembly have been met.  No .emat or .erot   
       files will be produced.                                                
       *WARNING*: Some target elements on target surface specified by real    
       constant set 15 belong to symmetric contact (e.g.  14), some do not.   

       *** WARNING ***                         CP =       0.734   TIME= 21:54:14
       Node 3494 connects both contact element 15641 and target element 16856.
        Please check the model carefully.                                     

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 14 and contact element type 14 has been set up.  The      
       companion pair has real constant set ID 15.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       17.993   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           17.200   
       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          1.2954   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                259.07   
       Average contact pair depth                    172.00   
       Average target surface length                 227.72   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  42.999   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Max.  Initial penetration 7.617360106E-02 was detected between contact 
       element 16161 and target element 17102.                                
       You may move entire target surface by : x= -6.795130056E-02, y=        
       3.442438085E-02, z= -1.592497922E-05,to reduce initial penetration.    
       
       Max.  Geometric gap 2.61151859 has been detected between contact       
       element 16369 and target element 17036.                                
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 15 and contact element type 14 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.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       *WARNING*: Certain nodes (for example 3243) are used in both contact   
       and target elements.  Please check your model carefully.               
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       17.993   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           22.231   
       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          1.1369   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                227.38   
       Average contact pair depth                    222.31   
       Average target surface length                 255.41   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  55.577   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Max.  Initial penetration 8.895147231E-02 was detected between contact 
       element 16736 and target element 15430.                                
       You may move entire target surface by : x= 8.027753725E-02, y=         
       -3.831289036E-02, z= 6.221797697E-05,to reduce initial penetration.    
       
       Max.  Geometric gap 1.95744603 has been detected between contact       
       element 16670 and target element 15638.                                
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 16 and contact element type 16 has been set up.  The      
       companion pair has real constant set ID 17.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will keep the current pair and deactivate its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.132   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           17.910   
       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          1.2073   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                241.46   
       Average contact pair depth                    179.10   
       Average target surface length                 432.52   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  44.774   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 17 and contact element type 16 has been set up.  The      
       companion pair has real constant set ID 16.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.132   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           32.971   
       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          2.2471   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                449.43   
       Average contact pair depth                    329.71   
       Average target surface length                 240.78   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  82.427   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 18 and contact element type 18 has been set up.  The      
       companion pair has real constant set ID 19.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will keep the current pair and deactivate its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       15.571   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           22.107   
       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          1.1470   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                229.40   
       Average contact pair depth                    221.07   
       Average target surface length                 307.98   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  55.268   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 19 and contact element type 18 has been set up.  The      
       companion pair has real constant set ID 18.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       15.571   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           25.689   
       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          1.3385   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                267.70   
       Average contact pair depth                    256.89   
       Average target surface length                 232.36   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  64.222   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Deformable-deformable contact pair identified by real constant set 20  
       and contact element type 20 has been set up.                           
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       *WARNING*: Certain nodes (for example 3239) are used in both contact   
       and target elements.  Please check your model carefully.               
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       13.427   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           29.790   
       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          1.3417   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                268.34   
       Average contact pair depth                    297.90   
       Average target surface length                 419.32   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  74.474   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Max.  Initial penetration 3.5143872 was detected between contact       
       element 17241 and target element 17270.                                
       You may move entire target surface by : x= 3.29259615, y= 1.22838147,  
       z= 2.840725114E-02,to reduce initial penetration.                      
       
       Max.  Geometric gap 46.9679755 has been detected between contact       
       element 17243 and target element 17270.                                
       *WARNING*: The geometric gap/penetration may be too large.  Increase   
       pinball radius if it is a true geometric gap/penetration.  Decrease    
       pinball if it is a false one.                                          
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 21 and contact element type 20 has been set up.  The      
       companion pair has real constant set ID 20.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.574   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           31.811   
       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          2.1824   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                436.49   
       Average contact pair depth                    318.11   
       Average target surface length                 307.59   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  79.528   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Max.  Initial penetration 2.01921071 was detected between contact      
       element 17268 and target element 17229.                                
       You may move entire target surface by : x= -1.93735018, y=             
       -0.564942531, z= -6.874645384E-02,to reduce initial penetration.       
       
       Max.  Geometric gap 31.4188814 has been detected between contact       
       element 17255 and target element 17230.                                
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Deformable-deformable contact pair identified by real constant set 22  
       and contact element type 22 has been set up.                           
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       *WARNING*: Certain nodes (for example 3252) are used in both contact   
       and target elements.  Please check your model carefully.               
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       23.256   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           17.200   
       Max. initial friction coefficient MU         0.23400   
       Default tangent stiffness factor FKT          1.0000   
       Default elastic slip factor SLTOL            0.10000E-01
       The resulting elastic slip tolerance          2.5907   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                259.07   
       Average contact pair depth                    172.00   
       Average target surface length                 227.72   
       Default pinball region factor PINB            2.0000   
       The resulting pinball region                  343.99   
       *WARNING*: Initial penetration is included.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Max.  Initial penetration 7.617360106E-02 was detected between contact 
       element 17805 and target element 18380.                                
       You may move entire target surface by : x= -6.795130056E-02, y=        
       3.442438085E-02, z= -1.592497922E-05,to reduce initial penetration.    
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Deformable-deformable contact pair identified by real constant set 24  
       and contact element type 24 has been set up.                           
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       24.076   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           16.614   
       Max. initial friction coefficient MU         0.23400   
       Default tangent stiffness factor FKT          1.0000   
       Default elastic slip factor SLTOL            0.10000E-01
       The resulting elastic slip tolerance          2.4767   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                247.67   
       Average contact pair depth                    166.14   
       Average target surface length                 419.32   
       Default pinball region factor PINB            2.0000   
       The resulting pinball region                  332.28   
       *WARNING*: Initial penetration is included.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Deformable-deformable contact pair identified by real constant set 26  
       and contact element type 26 has been set up.                           
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       17.818   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           22.449   
       Max. initial friction coefficient MU         0.23400   
       Default tangent stiffness factor FKT          1.0000   
       Default elastic slip factor SLTOL            0.10000E-01
       The resulting elastic slip tolerance          2.2373   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                223.73   
       Average contact pair depth                    224.49   
       Average target surface length                 307.59   
       Default pinball region factor PINB            2.0000   
       The resulting pinball region                  448.97   
       *WARNING*: Initial penetration is included.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Deformable-deformable contact pair identified by real constant set 28  
       and contact element type 28 has been set up.                           
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       *WARNING*: Certain nodes (for example 3239) are used in both contact   
       and target elements.  Please check your model carefully.               
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       13.427   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           29.790   
       Max. initial friction coefficient MU         0.23400   
       Default tangent stiffness factor FKT          1.0000   
       Default elastic slip factor SLTOL            0.10000E-01
       The resulting elastic slip tolerance          2.6834   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                268.34   
       Average contact pair depth                    297.90   
       Average target surface length                 419.32   
       Default pinball region factor PINB            2.0000   
       The resulting pinball region                  595.79   
       *WARNING*: Initial penetration is included.

       *** NOTE ***                            CP =       0.750   TIME= 21:54:14
       Max.  Initial penetration 3.5143872 was detected between contact       
       element 18789 and target element 18802.                                
       You may move entire target surface by : x= 3.29259615, y= 1.22838147,  
       z= 2.840725114E-02,to reduce initial penetration.                      
       ****************************************
       

       *** WARNING ***                         CP =       0.750   TIME= 21:54:14
       Maximum friction coefficient 0.234 is defined in the model.  Switch to 
       the unsymmetric solver (NROP,UNSYM) instead if convergence difficulty  
       is encountered.                                                        
       
       

       
       
           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: 12427
        ...Number of nodes:    27923
        ...Decompose to 4 CPU domains
        ...Element load balance ratio =     1.215


                            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 . . . . . . . . .    10
            MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .     3
         MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    15
         STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
         TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) 
         CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
         INERTIA LOADS                        X           Y           Z
            ACEL . . . . . . . . . . . .  0.0000      0.0000     -9806.6   
         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              
            EANG        ALL              
            ETMP        ALL              
            VENG        ALL              
            STRS        ALL              
            EPEL        ALL              
            EPPL        ALL              
            EPTH        ALL              
            CONT        ALL              


       SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                          
       *WARNING*: Some target elements on target surface specified by real    
       constant set 16 belong to symmetric contact (e.g.  17), some do not.   

       *** WARNING ***                         CP =       0.953   TIME= 21:54:14
       Node 3239 connects both contact element 17132 and target element 17170.
        Please check the model carefully.                                     

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 16 and contact element type 16 has been set up.  The      
       companion pair has real constant set ID 17.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will keep the current pair and deactivate its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.132   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           17.910   
       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          1.2073   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                241.46   
       Average contact pair depth                    179.10   
       Average target surface length                 432.52   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  44.774   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** WARNING ***                         CP =       0.953   TIME= 21:54:14
       Node 3239 connects both contact element 18423 and target element 18638.
        Please check the model carefully.                                     

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 17 and contact element type 16 has been set up.  The      
       companion pair has real constant set ID 16.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.132   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           32.971   
       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          2.2471   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                449.43   
       Average contact pair depth                    329.71   
       Average target surface length                 240.78   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  82.427   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 18 and contact element type 18 has been set up.  The      
       companion pair has real constant set ID 19.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will keep the current pair and deactivate its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       15.571   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           22.107   
       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          1.1470   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                229.40   
       Average contact pair depth                    221.07   
       Average target surface length                 307.98   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  55.268   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 19 and contact element type 18 has been set up.  The      
       companion pair has real constant set ID 18.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       15.571   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           25.689   
       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          1.3385   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                267.70   
       Average contact pair depth                    256.89   
       Average target surface length                 232.36   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  64.222   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       No contact was detected for this contact pair.                         
       ****************************************
       

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Deformable-deformable contact pair identified by real constant set 20  
       and contact element type 20 has been set up.                           
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       *WARNING*: Certain nodes (for example 3239) are used in both contact   
       and target elements.  Please check your model carefully.               
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.574   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           29.790   
       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          1.3417   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                268.34   
       Average contact pair depth                    297.90   
       Average target surface length                 419.32   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  74.474   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Max.  Initial penetration 3.5143872 was detected between contact       
       element 17241 and target element 17270.                                
       You may move entire target surface by : x= 3.29259615, y= 1.22838147,  
       z= 2.840725114E-02,to reduce initial penetration.                      
       
       Max.  Geometric gap 46.9679755 has been detected between contact       
       element 17243 and target element 17270.                                
       *WARNING*: The geometric gap/penetration may be too large.  Increase   
       pinball radius if it is a true geometric gap/penetration.  Decrease    
       pinball if it is a false one.                                          
       ****************************************
       

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Symmetric Deformable- deformable contact pair identified by real       
       constant set 21 and contact element type 20 has been set up.  The      
       companion pair has real constant set ID 20.  Both pairs should have    
       the same behavior.                                                     
       ANSYS will deactivate the current pair and keep its companion pair,    
       resulting in asymmetric contact.                                       
       Small sliding logic is assumed
       Contact algorithm: Augmented Lagrange method
       Contact detection at: Gauss integration point
       Contact stiffness factor FKN                  1.0000   
       The resulting initial contact stiffness       12.574   
       Default penetration tolerance factor FTOLN   0.10000   
       The resulting penetration tolerance           31.811   
       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          2.1824   
       Update contact stiffness at each iteration
       Default Max. friction stress TAUMAX          0.10000E+21
       Average contact surface length                436.49   
       Average contact pair depth                    318.11   
       Average target surface length                 307.59   
       Default pinball region factor PINB           0.25000   
       The resulting pinball region                  79.528   
       Initial penetration/gap is excluded.
       Bonded contact (always) is defined.

       *** NOTE ***                            CP =       0.953   TIME= 21:54:14
       Max.  Initial penetration 2.01921071 was detected between contact      
       element 17268 and target element 17229.                                
       You may move entire target surface by : x= -1.93735018, y=             
       -0.564942531, z= -6.874645384E-02,to reduce initial penetration.       
       
       Max.  Geometric gap 31.4188814 has been detected between contact       
       element 17255 and target element 17230.                                
       ****************************************
       
       MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED             
        TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC.                         

       *** WARNING ***                         CP =       0.969   TIME= 21:54:15
       Node 3494 connects both contact element 15641 and target element 16856.
        Please check the model carefully.                                     

       *** WARNING ***                         CP =       0.969   TIME= 21:54:15
       Node 3494 connects both contact element 17285 and target element 18134.
        Please check the model carefully.                                     


       *** NOTE ***                            CP =       1.000   TIME= 21:54:15
       The PCG solver has automatically set the level of difficulty for this  
       model to 2.                                                            
       *WARNING*: The geometrical gap for certain contact pairs (e.g.  ID 20) 
       may be too large.  Increase pinball if it is a true geometrical gap.   
       Decrease pinball if it is a false one.                                 
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          16

       *** NOTE ***                            CP =       1.562   TIME= 21:54:15
       No contact was detected.                                               
       Max.  Pinball distance 44.7744447.                                     
       One of the contact searching regions contains at least 7 target        
       elements.                                                              
       *************************************************
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          17

       *** NOTE ***                            CP =       1.562   TIME= 21:54:15
       Contact pair is inactive.                                              
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          18

       *** NOTE ***                            CP =       1.562   TIME= 21:54:15
       No contact was detected.                                               
       Max.  Pinball distance 55.2678618.                                     
       One of the contact searching regions contains at least 5 target        
       elements.                                                              
       *************************************************
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          19

       *** NOTE ***                            CP =       1.562   TIME= 21:54:15
       Contact pair is inactive.                                              
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          20
       Max.  Penetration of -3.892042592E-12 has been detected between contact
       element 17250 and target element 17281.                                
       
       Max.  Geometrical gap of 46.9679755 has been detected between contact  
       element 17243 and target element 17270.                                
       *WARNING*: The geometrical gap may be too large.  Increase pinball if  
       it is a true geometrical gap.  Decrease pinball if it is a false one.  
       
       Max.  Geometrical penetration of -3.5143872 has been detected between  
       contact element 17243 and target element 17270.                        
       For total 12 contact elements, there are 12 elements are in contact.   
       There are 12 elements are in sticking.                                 
       Contacting area 1004271.25.                                            
       Max.  Pinball distance 74.4743475.                                     
       One of the contact searching regions contains at least 11 target       
       elements.                                                              
       Max.  Pressure/force -1.051693377E-10.                                 
       Max.  Normal stiffness 12.574234.                                      
       Min.  Normal stiffness 12.574234.                                      
       Max.  Tangential stiffness 1.0469332.                                  
       Min.  Tangential stiffness 1.0469332.                                  
       Contact pair force norm 1.226274444E-05 and criterion 1.226274462E-06. 
       *************************************************
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          21

       *** NOTE ***                            CP =       1.562   TIME= 21:54:15
       Contact pair is inactive.                                              

       *** NOTE ***                            CP =       1.562   TIME= 21:54:15
       The below mass summary includes the mass of dead/alive elements.       
       However, their status is that of the first load step.                  


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

         TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
                     Translational mass               |   Coupled translational/rotational mass
               1713.1        0.0000        0.0000     |     0.0000       0.17131E+08   0.30836E+07
               0.0000        1713.1        0.0000     |   -0.17131E+08    0.0000       0.29980E+08
               0.0000        0.0000        1713.1     |   -0.30836E+07  -0.29980E+08    0.0000   
           ------------------------------------------ | ------------------------------------------
                                                      |         Rotational mass (inertia)
                                                      |    0.23417E+12   0.53963E+11  -0.29980E+12
                                                      |    0.53963E+11   0.92794E+12   0.30836E+11
                                                      |   -0.29980E+12   0.30836E+11   0.70528E+12

         TOTAL MASS =  1713.1   
           The mass principal axes coincide with the global Cartesian axes

         CENTER OF MASS (X,Y,Z)=    17500.       -1800.0        10000.   

         TOTAL INERTIA ABOUT CENTER OF MASS
              0.57309E+11   -10598.       -15166.   
              -10598.       0.23199E+12   -6881.8   
              -15166.       -6881.8       0.17509E+12
           The inertia principal axes coincide with the global Cartesian axes


        *** MASS SUMMARY BY ELEMENT TYPE ***

        TYPE      MASS
           1   9.83360   
           2   163.530   
           3   489.471   
           4   244.736   
           5   244.736   
           6   346.601   
           7   17.3494   
           8   5.65413   
           9   7.66634   
          10   6.75570   
          11   176.387   
          12  0.323141   
          13  0.756547E-01

       Range of element maximum matrix coefficients in global coordinates
       Maximum = 2417088.87 at element 8161.                                  
       Minimum = 15410.3737 at element 6688.                                  

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

              1       394  SOLID187      0.062   0.000159
              2      1140  SOLID186      0.219   0.000192
              3       390  SOLID186      0.078   0.000200
              4       100  SOLID186      0.000   0.000000
              5       290  SOLID186      0.078   0.000269
              6       899  SOLID186      0.250   0.000278
              7      3192  SOLID187      0.203   0.000064
              8       369  SOLID186      0.047   0.000127
              9       366  SOLID186      0.016   0.000043
             10       253  SOLID187      0.031   0.000124
             11      1082  SOLID186      0.281   0.000260
             12        37  SOLID187      0.000   0.000000
             13         7  SOLID186      0.000   0.000000
             14      1098  CONTA174      0.016   0.000014
             15      1098  TARGE170      0.000   0.000000
             16        38  CONTA174      0.000   0.000000
             17        38  TARGE170      0.000   0.000000
             18        24  CONTA174      0.000   0.000000
             19        24  TARGE170      0.000   0.000000
             20        28  CONTA174      0.000   0.000000
             21        28  TARGE170      0.000   0.000000
             22       732  CONTA174      0.000   0.000000
             23       366  TARGE170      0.000   0.000000
             24       252  CONTA174      0.000   0.000000
             25        16  TARGE170      0.000   0.000000
             26       126  CONTA174      0.000   0.000000
             27        12  TARGE170      0.000   0.000000
             28        12  CONTA174      0.000   0.000000
             29        16  TARGE170      0.000   0.000000
       Time at end of element matrix formulation CP = 1.5625.                 

       ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb
        FOR POSSIBLE RESUME FROM THIS POINT
           FORCE CONVERGENCE VALUE  =  0.4450E+06  CRITERION=  0.2156E+05
       Iteration=    35 Ratio=  0.260565     Limit=  1.000000E-08 Wall=     0.2
       Iteration=    90 Ratio=  8.100389E-04 Limit=  1.000000E-08 Wall=     0.4
       Iteration=   150 Ratio=  2.039517E-06 Limit=  1.000000E-08 Wall=     0.7

       DISTRIBUTED PCG SOLVER SOLUTION CONVERGED

       DISTRIBUTED PCG SOLVER SOLUTION STATISTICS

         NUMBER OF ITERATIONS=         202
         NUMBER OF EQUATIONS =       83769
         LEVEL OF CONVERGENCE=           1
         CALCULATED NORM     = 0.88722E-08
         SPECIFIED TOLERANCE = 0.10000E-07
         TOTAL CPU TIME (sec)=        0.83
         TOTAL WALL TIME(sec)=        1.10
         TOTAL MEMORY (GB)   =        0.06

           DISP CONVERGENCE VALUE   =   13.33      CRITERION=  0.6803   
          EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  -13.33   
           DISP CONVERGENCE VALUE   =   13.33      CRITERION=  0.6941   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  -13.33   
           FORCE CONVERGENCE VALUE  =  0.1017E+06  CRITERION=  0.1111E+05
          EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3639   
           DISP CONVERGENCE VALUE   =  0.3639      CRITERION=  0.7275     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.3639   
           FORCE CONVERGENCE VALUE  =  0.2897E+05  CRITERION=  0.1082E+05
          EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2387   
           DISP CONVERGENCE VALUE   =  0.2387      CRITERION=  0.7551     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.2387   
           FORCE CONVERGENCE VALUE  =  0.3967E+05  CRITERION=  0.1075E+05
          EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1537   
           DISP CONVERGENCE VALUE   =  0.1537      CRITERION=  0.7790     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.1537   
           FORCE CONVERGENCE VALUE  =  0.4456E+05  CRITERION=  0.1083E+05
          EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.9133E-01
           DISP CONVERGENCE VALUE   =  0.9133E-01  CRITERION=  0.8000     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.9133E-01
           FORCE CONVERGENCE VALUE  =  0.4534E+05  CRITERION=  0.1099E+05
          EQUIL ITER   6 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4405E-01
           DISP CONVERGENCE VALUE   =  0.4405E-01  CRITERION=  0.8189     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.4405E-01
           FORCE CONVERGENCE VALUE  =  0.4033E+05  CRITERION=  0.1121E+05
          EQUIL ITER   7 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3834E-01
           DISP CONVERGENCE VALUE   =  0.3834E-01  CRITERION=  0.8361     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.3834E-01
           FORCE CONVERGENCE VALUE  =  0.3264E+05  CRITERION=  0.1146E+05
          EQUIL ITER   8 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4171E-01
           DISP CONVERGENCE VALUE   =  0.4171E-01  CRITERION=  0.8532     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.4171E-01
           FORCE CONVERGENCE VALUE  =  0.2412E+05  CRITERION=  0.1172E+05
          EQUIL ITER   9 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.3321E-01
           DISP CONVERGENCE VALUE   =  0.3321E-01  CRITERION=  0.8706     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC = -0.3321E-01
           FORCE CONVERGENCE VALUE  =  0.1845E+05  CRITERION=  0.2396E+05 <<< CONVERGED
          >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   9

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

              1       394  SOLID187      0.016   0.000040
              2      1140  SOLID186      0.141   0.000123
              3       390  SOLID186      0.016   0.000040
              4       100  SOLID186      0.016   0.000156
              5       290  SOLID186      0.047   0.000162
              6       899  SOLID186      0.156   0.000174
              7      3192  SOLID187      0.219   0.000069
              8       369  SOLID186      0.031   0.000085
              9       366  SOLID186      0.000   0.000000
             10       253  SOLID187      0.031   0.000124
             11      1082  SOLID186      0.141   0.000130
             12        37  SOLID187      0.000   0.000000
             13         7  SOLID186      0.000   0.000000
             14      1098  CONTA174      0.016   0.000014
             16        38  CONTA174      0.000   0.000000
             18        24  CONTA174      0.000   0.000000
             20        28  CONTA174      0.000   0.000000
             22       732  CONTA174      0.000   0.000000
             24       252  CONTA174      0.000   0.000000
             26       126  CONTA174      0.000   0.000000
             28        12  CONTA174      0.000   0.000000

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

              1       394  SOLID187      0.000   0.000000
              2      1140  SOLID186      0.016   0.000014
              3       390  SOLID186      0.000   0.000000
              4       100  SOLID186      0.000   0.000000
              5       290  SOLID186      0.000   0.000000
              6       899  SOLID186      0.016   0.000017
              7      3192  SOLID187      0.078   0.000024
              8       369  SOLID186      0.000   0.000000
              9       366  SOLID186      0.000   0.000000
             10       253  SOLID187      0.016   0.000062
             11      1082  SOLID186      0.000   0.000000
             12        37  SOLID187      0.000   0.000000
             13         7  SOLID186      0.000   0.000000
             14      1098  CONTA174      0.000   0.000000
             16        38  CONTA174      0.000   0.000000
             18        24  CONTA174      0.000   0.000000
             20        28  CONTA174      0.000   0.000000
             22       732  CONTA174      0.000   0.000000
             24       252  CONTA174      0.000   0.000000
             26       126  CONTA174      0.000   0.000000
             28        12  CONTA174      0.000   0.000000
       *** LOAD STEP     1   SUBSTEP     1  COMPLETED.    CUM ITER =      9
       *** TIME =  0.200000         TIME INC =  0.200000   
       *** MAX PLASTIC STRAIN STEP = 0.3910E-03   CRITERION = 0.1500   
       *** AUTO STEP TIME:  NEXT TIME INC = 0.20000      UNCHANGED

       *WARNING*: The geometrical gap for certain contact pairs (e.g.  ID 20) 
       may be too large.  Increase pinball if it is a true geometrical gap.   
       Decrease pinball if it is a false one.                                 
           FORCE CONVERGENCE VALUE  =  0.3172E+06  CRITERION=   3019.   
           DISP CONVERGENCE VALUE   =   8.515      CRITERION=  0.7259   
          EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=   8.515   
           DISP CONVERGENCE VALUE   =   8.515      CRITERION=  0.7407   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =   8.515   
           FORCE CONVERGENCE VALUE  =  0.2607E+06  CRITERION=   3904.   
          EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=   5.549   
           DISP CONVERGENCE VALUE   =   5.549      CRITERION=  0.7558   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =   5.549   
           FORCE CONVERGENCE VALUE  =  0.2641E+06  CRITERION=   9853.   
          EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=   3.144   
           DISP CONVERGENCE VALUE   =   3.144      CRITERION=  0.7712   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =   3.144   
           FORCE CONVERGENCE VALUE  =  0.1182E+06  CRITERION=  0.1281E+05
          EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.4962   
           DISP CONVERGENCE VALUE   =  0.4962      CRITERION=  0.7870     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.4962   
           FORCE CONVERGENCE VALUE  =   542.1      CRITERION=  0.1350E+05 <<< CONVERGED
          >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   4
       *** LOAD STEP     1   SUBSTEP     2  COMPLETED.    CUM ITER =     13
       *** TIME =  0.400000         TIME INC =  0.200000   
       *** MAX PLASTIC STRAIN STEP = 0.3751E-04   CRITERION = 0.1500   
       *** AUTO TIME STEP:  NEXT TIME INC = 0.30000      INCREASED (FACTOR = 1.5000)

       *WARNING*: The geometrical gap for certain contact pairs (e.g.  ID 20) 
       may be too large.  Increase pinball if it is a true geometrical gap.   
       Decrease pinball if it is a false one.                                 
           FORCE CONVERGENCE VALUE  =  0.2791E+05  CRITERION=  0.1647E+05
           DISP CONVERGENCE VALUE   =  0.5135E-01  CRITERION=  0.7259     <<< CONVERGED
          EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.5135E-01
           DISP CONVERGENCE VALUE   =  0.5135E-01  CRITERION=  0.7407     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.5135E-01
           FORCE CONVERGENCE VALUE  =   1451.      CRITERION=  0.1679E+05 <<< CONVERGED
          >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   1
       *** LOAD STEP     1   SUBSTEP     3  COMPLETED.    CUM ITER =     14
       *** TIME =  0.700000         TIME INC =  0.300000   
       *** MAX PLASTIC STRAIN STEP = 0.3458E-03   CRITERION = 0.1500   
       *** AUTO STEP TIME:  NEXT TIME INC = 0.30000      UNCHANGED

       *WARNING*: The geometrical gap for certain contact pairs (e.g.  ID 20) 
       may be too large.  Increase pinball if it is a true geometrical gap.   
       Decrease pinball if it is a false one.                                 
           FORCE CONVERGENCE VALUE  =  0.4414E+05  CRITERION=  0.2058E+05
           DISP CONVERGENCE VALUE   =  0.2549      CRITERION=  0.7259     <<< CONVERGED
          EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.2549   
           DISP CONVERGENCE VALUE   =  0.2549      CRITERION=  0.7407     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.2549   
           FORCE CONVERGENCE VALUE  =  0.2222E+05  CRITERION=  0.2136E+05
          EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.8273E-01
           DISP CONVERGENCE VALUE   =  0.8273E-01  CRITERION=  0.7558     <<< CONVERGED
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  0.8273E-01
           FORCE CONVERGENCE VALUE  =  0.1441E+05  CRITERION=  0.2192E+05 <<< CONVERGED
          >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION   2
       *** LOAD STEP     1   SUBSTEP     4  COMPLETED.    CUM ITER =     16
       *** TIME =   1.00000         TIME INC =  0.300000   
       *** MAX PLASTIC STRAIN STEP = 0.6467E-03   CRITERION = 0.1500   


       *** ANSYS BINARY FILE STATISTICS
        BUFFER SIZE USED= 16384
             16.125 MB WRITTEN ON ELEMENT SAVED DATA FILE: file0.esav
              6.750 MB WRITTEN ON RESULTS FILE: file0.rst
       *************** Write FE CONNECTORS *********

       WRITE OUT CONSTRAINT EQUATIONS TO FILE= file.ce                                                                                                                                                                                                                                                            
       ****************************************************
       *************** FINISHED SOLVE FOR LS 1 *************
       ****************************************************
       ******************* SOLVE FOR LS 2 OF 2 ****************
       *********** Apply "Contact Step Control" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        14 TO         14 STEP          1

             1098  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 2" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        16 TO         16 STEP          1

               38  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 3" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        18 TO         18 STEP          1

               24  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 4" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        20 TO         20 STEP          1

               28  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       KILL ALL CURRENTLY SELECTED ELEMENTS

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 5" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        22 TO         22 STEP          1

              732  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       MAKE ALL CURRRENTLY SELECTED ELEMENTS ALIVE

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 6" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        24 TO         24 STEP          1

              252  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       MAKE ALL CURRRENTLY SELECTED ELEMENTS ALIVE

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 7" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        26 TO         26 STEP          1

              126  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       MAKE ALL CURRRENTLY SELECTED ELEMENTS ALIVE

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Contact Step Control 8" ***********

       SELECT       FOR ITEM=TYPE COMPONENT=   
        IN RANGE        28 TO         28 STEP          1

               12  ELEMENTS (OF      12427  DEFINED) SELECTED BY  ESEL  COMMAND.

       MAKE ALL CURRRENTLY SELECTED ELEMENTS ALIVE

       SELECT ALL ENTITIES OF TYPE= ALL  AND BELOW
       *********** Apply "Element Birth and Death" ***********

       KILL ALL CURRENTLY PICKED ELEMENTS

       PRINTOUT RESUMED BY /GOP

       USE AUTOMATIC TIME STEPPING THIS LOAD STEP

       USE      10 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
       FOR AUTOMATIC TIME STEPPING:
         USE     25 SUBSTEPS AS A MAXIMUM
         USE      5 SUBSTEPS AS A MINIMUM

       TIME=  2.0000   

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

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

       WRITE VENG 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

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

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

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

       *** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE 2022 R1          22.1     ***
       DISTRIBUTED Ansys Mechanical Enterprise Academic Student     

       00000000  VERSION=WINDOWS x64   21:55:01  NOV 11, 2022 CP=     32.000

       Validation reinforced 2_tetrahedron--Static Structural (A5)                  



                            L O A D   S T E P   O P T I O N S

         LOAD STEP NUMBER. . . . . . . . . . . . . . . .     2
         TIME AT END OF THE LOAD STEP. . . . . . . . . .  2.0000   
         AUTOMATIC TIME STEPPING . . . . . . . . . . . .    ON
            INITIAL NUMBER OF SUBSTEPS . . . . . . . . .    10
            MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . .    25
            MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .     5
         MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    15
         STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
         TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) 
         CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
         INERTIA LOADS                        X           Y           Z
            ACEL . . . . . . . . . . . .  0.0000      0.0000     -9806.6   
         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              
            EANG        ALL              
            ETMP        ALL              
            VENG        ALL              
            STRS        ALL              
            EPEL        ALL              
            EPPL        ALL              
            EPTH        ALL              
            CONT        ALL              


       SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr                                                                                                                                                                                                                                                          
       MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED             
        TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC.                         

           FORCE CONVERGENCE VALUE  =  0.6668E+07  CRITERION=  0.3220E+05
           DISP CONVERGENCE VALUE   =   9.618      CRITERION=  0.7259   
          EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  -9.618   
           DISP CONVERGENCE VALUE   =   9.618      CRITERION=  0.7407   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  -9.618   
           FORCE CONVERGENCE VALUE  =  0.1636E+06  CRITERION=  0.1779E+05

       *** NOTE ***                            CP =      46.500   TIME= 21:55:25
       The preconditioned conjugate gradient solver failed to converge, and   
       therefore no solution was obtained.  The equation solver is now being  
       automatically switched to the sparse solver (EQSLV,SPARSE) to allow    
       this analysis to continue.                                             
          EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  -2.684   
           DISP CONVERGENCE VALUE   =   2.684      CRITERION=  0.7558   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  -2.684   
           FORCE CONVERGENCE VALUE  =  0.1257E+06  CRITERION=  0.1793E+05
          EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=   391.1   
           DISP CONVERGENCE VALUE   =   19.55      CRITERION=  0.9169   
           LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =   19.55   
           FORCE CONVERGENCE VALUE  =  0.3976E+06  CRITERION=  0.1829E+05
          EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.2549E+05

       *** WARNING ***                         CP =      49.969   TIME= 21:55:32
       Contact element 18789 (real ID 28) status changes abruptly from contact
       (with target element 18802) -> no-contact.                             
           DISP CONVERGENCE VALUE   =   1275.      CRITERION=   69.57   
           LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  -1275.   
           THERE IS TOO MUCH PENETRATION AT      3 CONTACT POINTS OF THE 3D CONTACT ELEMENTS
           FORCE CONVERGENCE VALUE  =  0.1835E+08  CRITERION=  0.1924E+05
          EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.7670E+06
           DISP CONVERGENCE VALUE   =  0.6790E+06  CRITERION=  0.3825E+05
           LINE SEARCH PARAMETER =  0.8852     SCALED MAX DOF INC =  0.6790E+06
           THERE IS TOO MUCH PENETRATION AT      1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS
           FORCE CONVERGENCE VALUE  =  0.1837E+07  CRITERION=  0.1894E+05

       *** ERROR ***                           CP =      52.688   TIME= 21:55:37
       The value of UX at node 19235 is 1906632.04.  It is greater than the   
       current limit of 1000000 (which can be reset on the NCNV command).     
       This generally indicates rigid body motion as a result of an           
       unconstrained model.  Verify that your model is properly constrained.  

       *** ERROR ***                           CP =      52.688   TIME= 21:55:37
       *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***               
       If one or more parts of the model are held together only by contact    
       verify that the contact surfaces are closed.  You can check contact    
       status in the SOLUTION module for the converged solutions using        
       CNCHECK.                                                               

       *** ERROR ***                           CP =      52.688   TIME= 21:55:37
       *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***               
       Rigid body motion can also occur when net section yielding has         
       occurred resulting in large displacements for small increments of load 
       or when buckling has occurred.  You can plot the time history curve    
       for node 19235 in the UX direction to check for stiffness (slope of    
       the curve) approaching zero.                                           
          >>> DOF LIMIT EXCEEDED.  MAX VALUE=  1906632.      LIMIT=  0.000000   
       *** LOAD STEP     2   SUBSTEP     1  NOT COMPLETED.  CUM ITER =     22
       *** BEGIN BISECTION NUMBER   1    NEW TIME INCREMENT=  0.40000E-01

       *** NOTE ***                            CP =      52.688   TIME= 21:55:37
       The equation solver is automatically reverting from the sparse solver  
       back to the preconditioned conjugate gradient solver.                  

           FORCE CONVERGENCE VALUE  =  0.6634E+07  CRITERION=  0.3220E+05
           DISP CONVERGENCE VALUE   =   8.517      CRITERION=  0.7259   
          EQUIL ITER   1 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  -8.517   
           DISP CONVERGENCE VALUE   =   8.517      CRITERION=  0.7407   
           LINE SEARCH PARAMETER =   1.000     SCALED MAX DOF INC =  -8.517   
           FORCE CONVERGENCE VALUE  =  0.3172E+06  CRITERION=  0.1773E+05
          EQUIL ITER   2 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=   1858.   
           DISP CONVERGENCE VALUE   =   92.90      CRITERION=   4.865   
           LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =   92.90   
           FORCE CONVERGENCE VALUE  =  0.3053E+06  CRITERION=  0.1808E+05
          EQUIL ITER   3 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.1720E+05
           DISP CONVERGENCE VALUE   =   860.2      CRITERION=   44.91   
           LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  -860.2   
           FORCE CONVERGENCE VALUE  =  0.3202E+06  CRITERION=  0.1844E+05
          EQUIL ITER   4 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC=  0.3530E+06
           DISP CONVERGENCE VALUE   =  0.1765E+05  CRITERION=   967.3   
           LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC =  0.1765E+05
           FORCE CONVERGENCE VALUE  =  0.3211E+06  CRITERION=  0.1881E+05
          EQUIL ITER   5 COMPLETED.  NEW TRIANG MATRIX.  MAX DOF INC= -0.4398E+06
           DISP CONVERGENCE VALUE   =  0.2199E+05  CRITERION=   987.0   
           LINE SEARCH PARAMETER =  0.5000E-01 SCALED MAX DOF INC = -0.2199E+05
           THERE IS TOO MUCH PENETRATION AT      1 CONTACT POINTS OF THE 3D CONTACT ELEMENTS
           FORCE CONVERGENCE VALUE  =  0.5513E+07  CRITERION=  0.1944E+05

       *** ERROR ***                           CP =      90.219   TIME= 21:56:37
       The value of UZ at node 25734 is 1230631.28.  It is greater than the   
       current limit of 1000000 (which can be reset on the NCNV command).     
       This generally indicates rigid body motion as a result of an           
       unconstrained model.  Verify that your model is properly constrained.  

       *** ERROR ***                           CP =      90.219   TIME= 21:56:37
       *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***               
       If one or more parts of the model are held together only by contact    
       verify that the contact surfaces are closed.  You can check contact    
       status in the SOLUTION module for the converged solutions using        
       CNCHECK.                                                               

       *** ERROR ***                           CP =      90.219   TIME= 21:56:37
       *** MESSAGE CONTINUATION ---- DIAGNOSTIC INFORMATION ***               
       Rigid body motion can also occur when net section yielding has         
       occurred resulting in large displacements for small increments of load 
       or when buckling has occurred.  You can plot the time history curve    
       for node 25734 in the UZ direction to check for stiffness (slope of    
       the curve) approaching zero.                                           
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          16

       *** NOTE ***                            CP =      90.219   TIME= 21:56:37
       No contact was detected.                                               
       Max.  Pinball distance 44.7744447.                                     
       One of the contact searching regions contains at least 7 target        
       elements.                                                              
       *************************************************
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          17

       *** NOTE ***                            CP =      90.219   TIME= 21:56:37
       Contact pair is inactive.                                              
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          18

       *** NOTE ***                            CP =      90.219   TIME= 21:56:37
       No contact was detected.                                               
       Max.  Pinball distance 55.2678618.                                     
       One of the contact searching regions contains at least 5 target        
       elements.                                                              
       *************************************************
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          19

       *** NOTE ***                            CP =      90.219   TIME= 21:56:37
       Contact pair is inactive.                                              
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          20

       *** NOTE ***                            CP =      90.219   TIME= 21:56:37
       No contact was detected.                                               
       Max.  Pinball distance 74.4743475.                                     
       One of the contact searching regions contains at least 9 target        
       elements.                                                              
       *************************************************
       
       *************************************************
        SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          21

       *** NOTE ***                            CP =      90.219   TIME= 21:56:37
       Contact pair is inactive.                                              

       *** WARNING ***                         CP =      90.219   TIME= 21:56:37
       The unconverged solution (identified as time 2 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. . . . . . . . . .DOF LIMIT EXCEEDED                     
       FILES NEEDED FOR RESTARTING . . . . . . .  file0.Rnnn
                                                  file.ldhi
                                                  file.rdb
       TIME OF LAST SOLUTION . . . . . . . . . .  1.0000   
          TIME AT START OF THE LOAD STEP . . . .  1.0000   
          TIME AT END OF THE LOAD STEP . . . . .  2.0000   

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




       *** NOTE ***                            CP =      90.391   TIME= 21:56:38
       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=       3917
       NUMBER OF ERROR   MESSAGES ENCOUNTERED=          6



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

       *** WARNING ***                         CP =      90.484   TIME= 21:56:38
       During this session the elapsed time exceeds the CPU time by 61%.      
       Often this indicates either a lack of physical memory (RAM) required   
       to efficiently handle this simulation or it indicates a particularly   
       slow hard drive configuration.  This simulation can be expected to run 
       faster on identical hardware if additional RAM or a faster hard drive  
       configuration is made available.  For more details, please see the     
       ANSYS Performance Guide which is part of the ANSYS Help system.        

      +--------- 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: 2022 R1            Build: 22.1       Update: UP20211129   Platform: WINDOWS x64
      Date Run: 11/11/2022   Time: 21:56     Process ID: 7532
      Operating System: Windows 10  (Build: 22621)

      Processor Model: 11th Gen Intel(R) Core(TM) i5-1135G7 @ 2.40GHz

      Compiler: Intel(R) Fortran Compiler Version 19.0.5  (Build: 20190815)
                Intel(R) C/C++ Compiler Version 19.0.5  (Build: 20190815)
                Intel(R) Math Kernel Library Version 2020.0.0 Product Build 20191125
                BLAS Library supplied by Intel(R) MKL

      Number of machines requested            :    1
      Total number of cores available         :    8
      Number of physical cores available      :    4
      Number of processes requested           :    4
      Number of threads per process requested :    1
      Total number of cores requested         :    4 (Distributed Memory Parallel)              
      MPI Type: INTELMPI
      MPI Version: Intel(R) MPI Library 2019 Update 10 for Windows* OS


      GPU Acceleration: Not Requested

      Job Name: file0
      Input File: dummy.dat

        Core                Machine Name   Working Directory
       -----------------------------------------------------
           0             LAPTOP-UMRU48F2   E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C
           1             LAPTOP-UMRU48F2   E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C
           2             LAPTOP-UMRU48F2   E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C
           3             LAPTOP-UMRU48F2   E:\IIEST materials\Mtech Thesis\Soil Structure Interaction\Ansys\examples\_ProjectScratch\ScrB42C
       
      Latency time from master to core     1 =    2.312 microseconds
      Latency time from master to core     2 =    2.094 microseconds
      Latency time from master to core     3 =    2.304 microseconds
       
      Communication speed from master to core     1 =  6351.53 MB/sec
      Communication speed from master to core     2 =  7267.77 MB/sec
      Communication speed from master to core     3 =  6394.37 MB/sec

      Total CPU time for main thread                    :       90.2 seconds
      Total CPU time summed for all threads             :       90.5 seconds

      Elapsed time spent obtaining a license            :        0.5 seconds
      Elapsed time spent pre-processing model (/PREP7)  :        0.1 seconds
      Elapsed time spent solution - preprocessing       :        0.6 seconds
      Elapsed time spent computing solution             :      142.8 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                :        8.9 Gflops

      Sum of memory used on all processes               :      758.0 MB
      Sum of memory allocated on all processes          :     5184.0 MB
      Physical memory available                         :          8 GB

      Total amount of I/O written to disk               :        3.6 GB
      Total amount of I/O read from disk                :       11.0 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 2022 R1               Build 22.1         UP20211129     WINDOWS x64 |
       |                                                                           |
       |---------------------------------------------------------------------------|
       |                                                                           |
       | Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
       | Maximum Database Used      47 MB    Maximum Scratch Memory Used    182 MB |
       |                                                                           |
       |---------------------------------------------------------------------------|
       |                                                                           |
       |        CP Time      (sec) =         90.484       Time  =  21:56:38        |
       |        Elapsed Time (sec) =        146.000       Date  =  11/11/2022      |
       |                                                                           |
       *---------------------------------------------------------------------------*

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