# Errors - Reinforced Concrete Beam

• 3.3K Views
• Last Post 30 April 2020
Joseph Lim posted this 19 July 2018

Dear all,

Attached are two errors that I encounter when modelling the beam using the Finite Element Method (FEM). May I ask for some suggestions and help with those problems?

The first error is regarding the converge on a solution for the nonlinear problem. May I know why will this happen and how to solve it?

The second error is regarding an internal solution magnitude limit was exceeded. Is that mean that the load applied to the beam was too large or exceed the ultimate load?

Regards,

Joseph

Attached Files

SandeepMedikonda posted this 19 July 2018

Hi Joseph,

In finite element analyses, all the components are expected to be fully constrained to ensure that the applied forces and the internal forces will balance each other out. The reaction force always follows stiffness and constraints, if there is neither of them to resist an applied force, it results in rigid body motion.

When a model is not fully constrained in Static structural analysis, the solver throws out pivoting error, or errors related to a certain degree of freedom (DOF) exceeding limits. Four ways for identifying the unconstrained body are:

1. If the message appears under the WB messages, right click on the message > Go to Object will take you to the part under Geometry Tree.

2. Identify the node based on the node number provided in the error message. In case the node number is not available in the mesh, it must be an internal node created by Mechanical for features such as remote points, or bolt pretension.

3. Perform a modal analysis on the assembly to identify if there are any 0 Hz (or near zero) modes. If such modes are identified, plot the mode shapes for those modes to identify which parts are free floating.

4. Turn on the Newton-Raphson residuals under Solution information prior to running the model and check the contours for residuals, typically when a part is not constrained, the residuals are distributed all over the problematic part.

Possible Solutions:

• Once you identify the part, check how is the part supposed to be held in place in the actual physical application.
• If the internal forces are expected to be self-balancing due to symmetry (e.g., free thermal expansion of parts), then use weak springs (turn it ON under Analysis Settings) or inertial relief for linear models (small deformation, linear materials, linear contacts).

In case the part is to be held in place by contacts:

Linear contacts (bonded and no separation):

• make sure that there are no initial gaps or penetrations between the parts.
• If there are any, manually define pinball radius so that it is larger than the gap/penetration. Also, use MPC formulation if there are no other MPC based constraints in the vicinity.
• Mesh in the contact region is fine enough.

Nonlinear contacts (frictionless, frictional and rough):

• Change the contact type to Bonded to see if that fixes the issue. If it does, proceed to the following steps. If not, check if the steps listed under linear contacts resolve the issue. If yes, then proceed with the following steps. • If gap is negligibly small, consider using the Interface Treatment Option "Adjust to Touch" to close the gap.
• Use a small amount of friction so that part will not slide away during loading.
• If the issue persists, define contact stabilization damping (use a small value such as 5e-2).
• Mesh in the contact region is fine enough.
• In case of internal nodes such a bolt pretension, make sure that there is no conflicting constraint equation based definition (e.g., scoped surface sharing bolt pretension and symmetry conditions).

sruthyvs posted this 30 April 2020

I an a newbie to ansys. I need to design a soil pile continuum model in ansys 19.2.I am using a licensed software. I have created a concrete circular single end bearing pile of 500mm Dia and 12m depth in a soil block of 10*10*12 having 5 soil layers of sand and clay..... Including 6 main rebars... 17 top stirrups and... 11 bottom stirrups. I am doing this work to get this settlement analysis in Mohr coulumb model. I found issue in dealing with connections and contacts. I have given bonded connection for steel to concrete, steel rft with stirrups, bw soil layer and frictional contact with coefficient 0.2 for concrete to soil connections. But there occurred problems of overlapping and penetration.... I have just created a default mesh having 0.67m element size with 204484 elements and 981245 nodes with 40 bodies of total... A remote force of - 90Ton but m not getting the total and directional deformation... Saying an unknown error.... And CPU time elapsed..... I am using an i7 lap with 16gb ram and graphics card.... Please help me out to sort out my problem.... I jzt need information on assigning contacts and mesh. I have created contact tool... But some of the contacts are seen inactive and one contact is bonded and closed but has a large amount of penetration and gap? I don't know what it means and how can I solve this.... I just wanna find the soil settlement ie deformation of soil and pile as a whole....

sir could you plz help me to sort out my errors while doing the ansys project.

ANSYS Mechanical Enterprise

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*****  ANSYS COMMAND LINE ARGUMENTS  *****
BATCH MODE REQUESTED (-b)    = NOLIST
INPUT FILE COPY MODE (-c)    = COPY
DISTRIBUTED MEMORY PARALLEL REQUESTED
2 PARALLEL PROCESSES REQUESTED WITH SINGLE THREAD PER PROCESS
TOTAL OF     2 CORES REQUESTED
MPI OPTION                   = INTELMPI
INPUT FILE NAME              = F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\_ProjectScratch\ScrF9B3\dummy.dat
OUTPUT FILE NAME             = F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\_ProjectScratch\ScrF9B3\solve.out

RELEASE= Release 19.2         BUILD= 19.2      UP20180808   VERSION=WINDOWS x64
CURRENT JOBNAME=file0  112:46  APR 30, 2020 CP=      0.172

PARAMETER _DS_PROGRESS =     999.0000000

/INPUT FILE= ds.dat  LINE=       0

*** NOTE ***                            CP =       0.297   TIME= 112:46
The /CONFIG,NOELDB command is not valid in a Distributed ANSYS
solution.  Command is ignored.

*GET  _WALLSTRT  FROM  ACTI  ITEM=TIME WALL  VALUE=  11.5461111

TITLE=
TRIAL-1(600mm dia)--Static Structural (B5)

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

PARAMETER _WB_PROJECTSCRATCH_DIR(1) = F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\_ProjectScratch\ScrF9B3\

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

PARAMETER _WB_SOLVERFILES_DIR(1) = F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\TRIAL-1(600mm dia)_files\dp0\SYS-1\MECH\

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

PARAMETER _WB_USERFILES_DIR(1) = F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\TRIAL-1(600mm dia)_files\user_files\
--- Data in consistent MKS units. See Solving Units in the help system for more

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

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

INPUT  UNITS ARE ALSO SET TO MKS

*** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE Release 19.2     19.2     ***
DISTRIBUTED ANSYS Mechanical Enterprise

00000000  VERSION=WINDOWS x64   112:46  APR 30, 2020 CP=      0.297

TRIAL-1(600mm dia)--Static Structural (B5)

***** ANSYS ANALYSIS DEFINITION (PREP7) *****
*********** Nodes for the whole assembly ***********
*********** Elements for Body 1 "MEDIUM  SAND 2" ***********
*********** Elements for Body 2 "MEDIUM SAND 1" ***********
*********** Elements for Body 3 "SILTY SANDY CLAY 3" ***********
*********** Elements for Body 4 "SILTY SANDY CLAY 2" ***********
*********** Elements for Body 5 "SILTY SANDY CLAY 1" ***********
*********** Elements for Body 6 "CONCRETE-PILE" ***********
*********** Elements for Body 7 "TOP STIRRUPS 1" ***********
*********** Elements for Body 8 "TOP STIRRUPS 2" ***********
*********** Elements for Body 9 "TOP STIRRUPS 3" ***********
*********** Elements for Body 10 "TOP STIRRUPS 4" ***********
*********** Elements for Body 11 "TOP STIRRUPS 5" ***********
*********** Elements for Body 12 "TOP STIRRUPS 6" ***********
*********** Elements for Body 13 "TOP STIRRUPS 7" ***********
*********** Elements for Body 14 "TOP STIRRUPS 8" ***********
*********** Elements for Body 15 "TOP STIRRUPS 9" ***********
*********** Elements for Body 16 "TOP STIRRUPS 10" ***********
*********** Elements for Body 17 "TOP STIRRUPS 11" ***********
*********** Elements for Body 18 "TOP STIRRUPS 12" ***********
*********** Elements for Body 19 "TOP STIRRUPS 13" ***********
*********** Elements for Body 20 "TOP STIRRUPS 14" ***********
*********** Elements for Body 21 "TOP STIRRUPS 15" ***********
*********** Elements for Body 22 "TOP STIRRUPS 16" ***********
*********** Elements for Body 23 "TOP STIRRUPS 17" ***********
*********** Elements for Body 24 "BOTTOM STIRRUPS 1" ***********
*********** Elements for Body 25 "BOTTOM STIRRUPS 2" ***********
*********** Elements for Body 26 "BOTTOM STIRRUPS 3" ***********
*********** Elements for Body 27 "BOTTOM STIRRUPS 4" ***********
*********** Elements for Body 28 "BOTTOM STIRRUPS 5" ***********
*********** Elements for Body 29 "BOTTOM STIRRUPS 6" ***********
*********** Elements for Body 30 "BOTTOM STIRRUPS 7" ***********
*********** Elements for Body 31 "BOTTOM STIRRUPS 8" ***********
*********** Elements for Body 32 "BOTTOM STIRRUPS 9" ***********
*********** Elements for Body 33 "BOTTOM STIRRUPS 10" ***********
*********** Elements for Body 34 "BOTTOM STIRRUPS 11" ***********
*********** Elements for Body 35 "MAIN LONG REBARS 1" ***********
*********** Elements for Body 36 "MAIN LONG REBARS 2" ***********
*********** Elements for Body 37 "MAIN LONG REBARS 3" ***********
*********** Elements for Body 38 "MAIN LONG REBARS 4" ***********
*********** Elements for Body 39 "MAIN LONG REBARS 5" ***********
*********** Elements for Body 40 "MAIN LONG REBARS 6" ***********
*********** Send User Defined Coordinate System(s) ***********
*********** Set Reference Temperature ***********
*********** Send Materials ***********
*********** Create Contact "Frictional - CONCRETE-PILE To Multiple" ***********
Real Constant Set For Above Contact Is 42 & 41
*********** Create Contact "Bonded - MEDIUM  SAND 2 To MEDIUM SAND 1" *********
Real Constant Set For Above Contact Is 44 & 43
*********** Create Contact "Bonded - MEDIUM SAND 1 To SILTY SANDY CLAY 3" *****
Real Constant Set For Above Contact Is 46 & 45
*********** Create Contact "Bonded - SILTY SANDY CLAY 3 To SILTY SANDY CLAY 2"
Real Constant Set For Above Contact Is 48 & 47
*********** Create Contact "Bonded - SILTY SANDY CLAY 2 To SILTY SANDY CLAY 1"
Real Constant Set For Above Contact Is 50 & 49
*********** Create Contact "Bonded - CONCRETE-PILE To Multiple" ***********
Real Constant Set For Above Contact Is 52 & 51
*********** Create Contact "Bonded - Multiple To Multiple" ***********
Real Constant Set For Above Contact Is 54 & 53
*********** Fixed Supports ***********
*********** Define Pressure Using Surface Effect Elements ***********

***** ROUTINE COMPLETED *****  CP =         6.219

--- Number of total nodes = 975357
--- Number of contact elements = 547031
--- Number of spring elements = 0
--- Number of bearing elements = 0
--- Number of solid elements = 202818
--- Number of condensed parts = 0
--- Number of total elements = 749849

*GET  _WALLBSOL  FROM  ACTI  ITEM=TIME WALL  VALUE=  11.5472222
****************************************************************************
*************************    SOLUTION       ********************************
****************************************************************************

*****  ANSYS SOLUTION ROUTINE  *****

PERFORM A STATIC ANALYSIS
THIS WILL BE A NEW ANALYSIS

LARGE DEFORMATION ANALYSIS

USE SPARSE MATRIX DIRECT SOLVER

CONTACT INFORMATION PRINTOUT LEVEL       1

DO NOT COMBINE ELEMENT MATRIX FILES (.emat) AFTER DISTRIBUTED PARALLEL SOLUTION

DO NOT COMBINE ELEMENT SAVE DATA FILES (.esav) AFTER DISTRIBUTED PARALLEL SOLUTION

NLDIAG: Nonlinear diagnostics CONT option is set to ON.
Writing frequency : each ITERATION.

DEFINE RESTART CONTROL FOR LOADSTEP LAST
AT FREQUENCY OF LAST AND NUMBER FOR OVERWRITE IS    0

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

SELECT       FOR ITEM=TYPE COMPONENT=
IN RANGE        55 TO         55 STEP          1

147  ELEMENTS (OF     749849  DEFINED) SELECTED BY  ESEL  COMMAND.

SELECT      ALL NODES HAVING ANY ELEMENT IN ELEMENT SET.

488 NODES (OF     975357  DEFINED) SELECTED FROM
147 SELECTED ELEMENTS BY NSLE COMMAND.

GENERATE SURFACE LOAD PRES ON SURFACE DEFINED BY ALL SELECTED NODES
VALUES=  346840.000      0.00000000

NUMBER OF PRES ELEMENT FACE LOADS STORED =        147

ALL SELECT   FOR ITEM=NODE COMPONENT=
IN RANGE         1 TO     975357 STEP          1

975357  NODES (OF     975357  DEFINED) SELECTED BY NSEL  COMMAND.

ALL SELECT   FOR ITEM=ELEM COMPONENT=
IN RANGE         1 TO     749849 STEP          1

749849  ELEMENTS (OF     749849  DEFINED) SELECTED BY  ESEL  COMMAND.

ALL SELECT   FOR ITEM=ELEM COMPONENT=
IN RANGE         1 TO     749849 STEP          1

749849  ELEMENTS (OF     749849  DEFINED) SELECTED BY  ESEL  COMMAND.

PRINTOUT RESUMED BY /GOP

USE AUTOMATIC TIME STEPPING THIS LOAD STEP

USE       1 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL  DEGREES OF FREEDOM
FOR AUTOMATIC TIME STEPPING:
USE     10 SUBSTEPS AS A MAXIMUM
USE      1 SUBSTEPS AS A MINIMUM

TIME=  1.0000

ERASE THE CURRENT DATABASE OUTPUT CONTROL TABLE.

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

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

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

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

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

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

NONLINEAR STABILIZATION CONTROL:
KEY=OFF

*GET  ANSINTER_  FROM  ACTI  ITEM=INT        VALUE=  0.00000000

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

*ENDIF

*** NOTE ***                            CP =       7.531   TIME= 112:51
The automatic domain decomposition logic has selected the MESH domain
decomposition method with 2 processes per solution.

*****  ANSYS SOLVE    COMMAND  *****

*** WARNING ***                         CP =       7.875   TIME= 112:51
Element shape checking is currently inactive.  Issue SHPP,ON or
SHPP,WARN to reactivate, if desired.

*** NOTE ***                            CP =       8.375   TIME= 112:52
The model data was checked and warning messages were found.
Please review output or errors file ( F:\SD\WORKSPACE\MINI-PROJECT
ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL
WITH MANUAL CONTACTS 30-04-2020\600mm
DIAMETER\_ProjectScratch\ScrF9B3\file0.err ) for these warning
messages.

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

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

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

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

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

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

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

ELEMENT TYPE   14 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   15 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   16 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   17 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   18 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   19 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   20 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   21 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   22 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   23 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   24 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   25 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   26 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   27 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   28 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   29 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   30 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   31 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   32 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   33 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   34 IS SOLID187. IT IS NOT ASSOCIATED WITH FULLY INCOMPRESSIBLE
HYPERELASTIC MATERIALS. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED.

ELEMENT TYPE   35 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   36 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   37 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   38 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   39 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   40 IS SOLID186. KEYOPT(2)=0 IS SUGGESTED AND HAS BEEN RESET.
KEYOPT(1-12)=    0    0    0    0    0    0    0    0    0    0    0    0

*** ANSYS - ENGINEERING ANALYSIS SYSTEM  RELEASE Release 19.2     19.2     ***
DISTRIBUTED ANSYS Mechanical Enterprise

00000000  VERSION=WINDOWS x64   112:52  APR 30, 2020 CP=      8.516

TRIAL-1(600mm dia)--Static Structural (B5)

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
NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON
EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE
PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES
NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN
GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC

*** WARNING ***                         CP =       9.578   TIME= 112:53
Material number 55 (used by element 749703) should normally have at
least one MP or one TB type command associated with it.  Output of
energy by material may not be available.

*** NOTE ***                            CP =       9.719   TIME= 112:53
The step data was checked and warning messages were found.
Please review output or errors file ( F:\SD\WORKSPACE\MINI-PROJECT
ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL
WITH MANUAL CONTACTS 30-04-2020\600mm
DIAMETER\_ProjectScratch\ScrF9B3\file0.err ) for these warning
messages.

*** NOTE ***                            CP =       9.719   TIME= 112:53
This nonlinear analysis defaults to using the full Newton-Raphson
solution procedure.  This can be modified using the NROPT command.

*** NOTE ***                            CP =       9.719   TIME= 112:53
The conditions for direct assembly have been met.  No .emat or .erot
files will be produced.

*** NOTE ***                            CP =      18.500   TIME= 113:02
The initial memory allocation (-m) has been exceeded.
Supplemental memory allocations are being used.

Memory resident data base increased from      1024 MB to      2048 MB.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 41 and contact element type 41 has been set up.  The
companion pair has real constant set ID 42.  Both pairs should have
the same behavior.
ANSYS will keep the current pair and deactivate its companion pair,
resulting in asymmetric contact.
Contact algorithm: Augmented Lagrange method
Contact detection at: Gauss integration point
Contact stiffness factor FKN                  1.0000
The resulting initial contact stiffness      0.44683E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.37662E-02
Max. initial friction coefficient MU         0.20000
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.10000E-01
The resulting elastic slip tolerance         0.67866E-03
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.67866E-01
Average contact pair depth                   0.37662E-01
Default pinball region factor PINB            2.0000
The resulting pinball region                 0.75324E-01
Auto contact offset used to close gap         0.0000
Initial penetration is excluded.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 1.331797793E-03 was detected between contact
element 209964 and target element 216792.
You may move entire target surface by : x= -1.327201114E-03, y=
1.807172058E-18, z= 1.10555704E-04,to reduce initial penetration.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 42 and contact element type 41 has been set up.  The
companion pair has real constant set ID 41.  Both pairs should have
the same behavior.
ANSYS will deactivate the current pair and keep its companion pair,
resulting in asymmetric contact.
Contact algorithm: Augmented Lagrange method
Contact detection at: Gauss integration point
Contact stiffness factor FKN                  1.0000
The resulting initial contact stiffness      0.44683E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.33540E-01
Max. initial friction coefficient MU         0.20000
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.10000E-01
The resulting elastic slip tolerance         0.35908E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.35908
Average contact pair depth                   0.33540
Default pinball region factor PINB            2.0000
The resulting pinball region                 0.67081

*** NOTE ***                            CP =      33.484   TIME= 113:17
One of the contact searching regions contains at least 768 target
elements.  You may reduce the pinball radius.
Auto contact offset used to close gap         0.0000
Initial penetration is excluded.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 1.218320269E-03 was detected between contact
element 214856 and target element 206549.
You may move entire target surface by : x= -1.016706124E-03, y=
-3.564265712E-20, z= -6.712770927E-04,to reduce initial penetration.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 43 and contact element type 43 has been set up.  The
companion pair has real constant set ID 44.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.40909E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.20307E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.40615
Average contact pair depth                   0.40909
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.20455
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 1.776356839E-15 was detected between contact
element 218125 and target element 218239.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 44 and contact element type 43 has been set up.  The
companion pair has real constant set ID 43.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.40909E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.20696E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.41392
Average contact pair depth                   0.40909
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.20455
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 1.776356839E-15 was detected between contact
element 218171 and target element 218057.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 45 and contact element type 45 has been set up.  The
companion pair has real constant set ID 46.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.40909E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.20307E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.40615
Average contact pair depth                   0.40909
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.20455
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218343 and target element 218489.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 46 and contact element type 45 has been set up.  The
companion pair has real constant set ID 45.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16742E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.33484
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218390 and target element 218267.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 47 and contact element type 47 has been set up.  The
companion pair has real constant set ID 48.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16256E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.32513
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218675 and target element 218841.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 48 and contact element type 47 has been set up.  The
companion pair has real constant set ID 47.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16742E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.33484
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218714 and target element 218548.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 49 and contact element type 49 has been set up.  The
companion pair has real constant set ID 50.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16256E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.32513
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 219029 and target element 219195.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 50 and contact element type 49 has been set up.  The
companion pair has real constant set ID 49.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16742E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.33484
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 1.776356839E-15 was detected between contact
element 219046 and target element 218880.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 51 and contact element type 51 has been set up.  The
companion pair has real constant set ID 52.  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      0.19920E+14
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.30120E-02
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.19096E-03
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.38193E-01
Average contact pair depth                   0.30120E-01
Default pinball region factor PINB           0.50000
*WARNING*: The default pinball radius may be too small to capture
contacting zone under small sliding assumption.  Redefine the pinball
The resulting pinball region                 0.15060E-01
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 1.359610519E-02 was detected between contact
element 252198 and target element 401461.
You may move entire target surface by : x= 1.353496803E-02, y=
1.522954808E-17, z= -1.28791175E-03,to reduce initial penetration.
*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.
*WARNING*: The initial penetration/gap is relatively large.  Bonded/no
separation option may cause an accuracy issue.  Switch to MPC
algorithm or you may use the CNCHECK,ADJUST/MORPH command to move the
contact nodes towards the target surface.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 52 and contact element type 51 has been set up.  The
companion pair has real constant set ID 51.  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      0.19920E+14
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.45410E-03
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.37027E-04
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.74054E-02
Average contact pair depth                   0.45410E-02
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.22705E-02
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Max.  Initial penetration 4.210835944E-07 was detected between contact
element 298599 and target element 231339.
You may move entire target surface by : x= -2.441389019E-07, y=
-3.431520589E-23, z= -3.430853977E-07,to reduce initial penetration.

Max.  Geometric gap 4.915684581E-06 has been detected between contact
element 283523 and target element 219286.
****************************************

*** NOTE ***                            CP =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 53 and contact element type 53 has been set up.  The
companion pair has real constant set ID 54.  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      0.44700E+15
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.31296E-03
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.31153E-04
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.62305E-02
Average contact pair depth                   0.31296E-02
Default pinball region factor PINB           0.50000
*WARNING*: The default pinball radius may be too small to capture
contacting zone under small sliding assumption.  Redefine the pinball
The resulting pinball region                 0.15648E-02
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Min.  Initial gap 3.934576263E-05 was detected between contact element
641115 and target element 721048.
The gap is closed due to initial settings.

Max.  Geometric gap 1.517963369E-03 has been detected between contact
element 650487 and target element 726117.
*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 =      33.484   TIME= 113:17
Symmetric Deformable- deformable contact pair identified by real
constant set 54 and contact element type 53 has been set up.  The
companion pair has real constant set ID 53.  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      0.44700E+15
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.89485E-03
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.55372E-04
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.11074E-01
Average contact pair depth                   0.89485E-02
Default pinball region factor PINB           0.50000
*WARNING*: The default pinball radius may be too small to capture
contacting zone under small sliding assumption.  Redefine the pinball
The resulting pinball region                 0.44743E-02
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      33.484   TIME= 113:17
Min.  Initial gap 4.758092179E-05 was detected between contact element
697768 and target element 558636.
The gap is closed due to initial settings.

Max.  Geometric gap 4.428142208E-03 has been detected between contact
element 710528 and target element 574421.
*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.
****************************************

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: 749849
...Number of nodes:    975357
...Decompose to 2 CPU domains
...Element load balance ratio =     1.415

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 . . . . . . . . .     1
MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . .    10
MINIMUM NUMBER OF SUBSTEPS . . . . . . . . .     1
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . .    15
STEP CHANGE BOUNDARY CONDITIONS . . . . . . . .    NO
STRESS-STIFFENING . . . . . . . . . . . . . . .    ON
TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT)
CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS
COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH
ACTIVE MAT. NONLINEARITIES
PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT
DATABASE OUTPUT CONTROLS
ITEM     FREQUENCY   COMPONENT
ALL       NONE
NSOL        ALL
RSOL        ALL
STRS        ALL
EPEL        ALL
EPPL        ALL

SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr

*** NOTE ***                            CP =      45.984   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 41 and contact element type 41 has been set up.  The
companion pair has real constant set ID 42.  Both pairs should have
the same behavior.
ANSYS will keep the current pair and deactivate its companion pair,
resulting in asymmetric contact.
Contact algorithm: Augmented Lagrange method
Contact detection at: Gauss integration point
Contact stiffness factor FKN                  1.0000
The resulting initial contact stiffness      0.44683E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.37662E-02
Max. initial friction coefficient MU         0.20000
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.10000E-01
The resulting elastic slip tolerance         0.67866E-03
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.67866E-01
Average contact pair depth                   0.37662E-01
Default pinball region factor PINB            2.0000
The resulting pinball region                 0.75324E-01
Auto contact offset used to close gap         0.0000
Initial penetration is excluded.

*** NOTE ***                            CP =      45.984   TIME= 1130
Max.  Initial penetration 1.331797793E-03 was detected between contact
element 209964 and target element 216792.
You may move entire target surface by : x= -1.327201114E-03, y=
1.807172058E-18, z= 1.10555704E-04,to reduce initial penetration.
****************************************

*** NOTE ***                            CP =      45.984   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 42 and contact element type 41 has been set up.  The
companion pair has real constant set ID 41.  Both pairs should have
the same behavior.
ANSYS will deactivate the current pair and keep its companion pair,
resulting in asymmetric contact.
Contact algorithm: Augmented Lagrange method
Contact detection at: Gauss integration point
Contact stiffness factor FKN                  1.0000
The resulting initial contact stiffness      0.44683E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.33540E-01
Max. initial friction coefficient MU         0.20000
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.10000E-01
The resulting elastic slip tolerance         0.35908E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.35908
Average contact pair depth                   0.33540
Default pinball region factor PINB            2.0000
The resulting pinball region                 0.67081

*** NOTE ***                            CP =      46.000   TIME= 1130
One of the contact searching regions contains at least 768 target
elements.  You may reduce the pinball radius.
Auto contact offset used to close gap         0.0000
Initial penetration is excluded.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 1.218320269E-03 was detected between contact
element 214856 and target element 206549.
You may move entire target surface by : x= -1.016706124E-03, y=
-3.564265712E-20, z= -6.712770927E-04,to reduce initial penetration.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 43 and contact element type 43 has been set up.  The
companion pair has real constant set ID 44.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.40909E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.20307E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.40615
Average contact pair depth                   0.40909
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.20455
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 1.776356839E-15 was detected between contact
element 218125 and target element 218239.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 44 and contact element type 43 has been set up.  The
companion pair has real constant set ID 43.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.40909E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.20696E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.41392
Average contact pair depth                   0.40909
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.20455
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 1.776356839E-15 was detected between contact
element 218171 and target element 218057.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 45 and contact element type 45 has been set up.  The
companion pair has real constant set ID 46.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.40909E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.20307E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.40615
Average contact pair depth                   0.40909
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.20455
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218343 and target element 218489.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 46 and contact element type 45 has been set up.  The
companion pair has real constant set ID 45.  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      0.39111E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16742E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.33484
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218390 and target element 218267.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 47 and contact element type 47 has been set up.  The
companion pair has real constant set ID 48.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16256E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.32513
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218675 and target element 218841.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 48 and contact element type 47 has been set up.  The
companion pair has real constant set ID 47.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16742E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.33484
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 218714 and target element 218548.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 49 and contact element type 49 has been set up.  The
companion pair has real constant set ID 50.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16256E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.32513
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 3.552713679E-15 was detected between contact
element 219029 and target element 219195.
****************************************

*** NOTE ***                            CP =      46.000   TIME= 1130
Symmetric Deformable- deformable contact pair identified by real
constant set 50 and contact element type 49 has been set up.  The
companion pair has real constant set ID 49.  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      0.56000E+10
Default penetration tolerance factor FTOLN   0.10000
The resulting penetration tolerance          0.25000E-01
Default opening contact stiffness OPSF will be used.
Default tangent stiffness factor FKT          1.0000
Default elastic slip factor SLTOL            0.50000E-02
The resulting elastic slip tolerance         0.16742E-02
Update contact stiffness at each iteration
Default Max. friction stress TAUMAX          0.10000E+21
Average contact surface length               0.33484
Average contact pair depth                   0.25000
Default pinball region factor PINB           0.50000
The resulting pinball region                 0.12500
Initial penetration/gap is excluded.
Bonded contact (always) is defined.

*** NOTE ***                            CP =      46.000   TIME= 1130
Max.  Initial penetration 1.776356839E-15 was detected between contact
element 219046 and target element 218880.
****************************************

MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED
TO BE, NEQIT = 26, BY SOLUTION CONTROL LOGIC.

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          41
Max.  Penetration of -1.873428798E-16 has been detected between contact
element 213057 and target element 217495.

Max.  Geometrical penetration of -1.331797793E-03 has been detected
between contact element 209964 and target element 216792.
For total 5632 contact elements, there are 5632 elements are in
contact.
There are 5632 elements are in sticking.
Contacting area 21.5590022.
Max.  Pinball distance 7.532433188E-02.
One of the contact searching regions contains at least 23 target
elements.
Max.  Pressure/force 1.430638957E-07.
Max.  Normal stiffness 763647361.
Min.  Normal stiffness 763647361.
Max.  Tangential stiffness 6356737.11.
Min.  Tangential stiffness 6356737.11.
*************************************************

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          42

*** NOTE ***                            CP =     123.188   TIME= 1152
Contact pair is inactive.

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          43
Max.  Penetration of -2.324707246E-30 has been detected between contact
element 218124 and target element 218238.

Max.  Geometrical gap of 1.776356839E-15 has been detected between
contact element 218150 and target element 218264.

Max.  Geometrical penetration of -1.776356839E-15 has been detected
between contact element 218150 and target element 218264.
For total 57 contact elements, there are 57 elements are in contact.
There are 57 elements are in sticking.
Contacting area 8.71865809.
Max.  Pinball distance 0.204545454.
One of the contact searching regions contains at least 13 target
elements.
Max.  Pressure/force 1.41085211E-06.
Max.  Normal stiffness 3.911111112E+09.
Min.  Normal stiffness 3.911111112E+09.
Max.  Tangential stiffness 295460974.
Min.  Tangential stiffness 295460974.
*************************************************

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          44

*** NOTE ***                            CP =     123.188   TIME= 1152
Contact pair is inactive.

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          45

*** NOTE ***                            CP =     123.188   TIME= 1152
Contact pair is inactive.

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          46
Max.  Penetration of -1.462712297E-29 has been detected between contact
element 218429 and target element 218277.

Max.  Geometrical gap of 3.552713679E-15 has been detected between
contact element 218395 and target element 218273.

Max.  Geometrical penetration of -3.552713679E-15 has been detected
between contact element 218395 and target element 218273.
For total 83 contact elements, there are 83 elements are in contact.
There are 83 elements are in sticking.
Contacting area 8.71794229.
Max.  Pinball distance 0.125.
One of the contact searching regions contains at least 11 target
elements.
Max.  Pressure/force 4.841025345E-07.
Max.  Normal stiffness 1.627779667E+09.
Min.  Normal stiffness 1.627779667E+09.
Max.  Tangential stiffness 122083475.
Min.  Tangential stiffness 122083475.
*************************************************

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          47
Max.  Penetration of -1.299377324E-29 has been detected between contact
element 218680 and target element 218846.

Max.  Geometrical gap of 3.552713679E-15 has been detected between
contact element 218686 and target element 218852.

Max.  Geometrical penetration of -3.552713679E-15 has been detected
between contact element 218686 and target element 218852.
For total 83 contact elements, there are 83 elements are in contact.
There are 83 elements are in sticking.
Contacting area 8.71794229.
Max.  Pinball distance 0.125.
One of the contact searching regions contains at least 10 target
elements.
Max.  Pressure/force 7.351926992E-07.
Max.  Normal stiffness 2.545935676E+09.
Min.  Normal stiffness 2.545935676E+09.
Max.  Tangential stiffness 190945176.
Min.  Tangential stiffness 190945176.
*************************************************

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          48

*** NOTE ***                            CP =     123.203   TIME= 1152
Contact pair is inactive.

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          49
Max.  Penetration of -1.401877776E-29 has been detected between contact
element 219010 and target element 219176.

Max.  Geometrical gap of 3.552713679E-15 has been detected between
contact element 218968 and target element 219134.

Max.  Geometrical penetration of -3.552713679E-15 has been detected
between contact element 218968 and target element 219134.
For total 83 contact elements, there are 83 elements are in contact.
There are 83 elements are in sticking.
Contacting area 8.71794229.
Max.  Pinball distance 0.125.
One of the contact searching regions contains at least 10 target
elements.
Max.  Pressure/force 7.351926992E-07.
Max.  Normal stiffness 2.545935676E+09.
Min.  Normal stiffness 2.545935676E+09.
Max.  Tangential stiffness 190945176.
Min.  Tangential stiffness 190945176.
*************************************************

*************************************************
SUMMARY FOR CONTACT PAIR IDENTIFIED BY REAL CONSTANT SET          50

*** NOTE ***                            CP =     123.203   TIME= 1152
Contact pair is inactive.

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

TOTAL RIGID BODY MASS MATRIX ABOUT ORIGIN
Translational mass               |   Coupled translational/rotational mass
8101.2        0.0000        0.0000     |     0.0000      -0.86812E-01   -48613.
0.0000        8101.2        0.0000     |    0.86812E-01    0.0000       0.10817E-02
0.0000        0.0000        8101.2     |     48613.      -0.10817E-02    0.0000
------------------------------------------ | ------------------------------------------
|         Rotational mass (inertia)
|    0.38949E+06  -0.82324E-02  -0.17423E-03
|   -0.82324E-02    652.56       0.60799
|   -0.17423E-03   0.60799       0.38949E+06

TOTAL MASS =  8101.2
The mass principal axes coincide with the global Cartesian axes

CENTER OF MASS (X,Y,Z)=   0.13352E-06    6.0007      -0.10716E-04

TOTAL INERTIA ABOUT CENTER OF MASS
97781.      -0.17417E-02  -0.17424E-03
-0.17417E-02    652.56       0.87049E-01
-0.17424E-03   0.87049E-01    97781.
The inertia principal axes coincide with the global Cartesian axes

*** MASS SUMMARY BY ELEMENT TYPE ***

TYPE      MASS
1   74.1522
2   71.0135
3   15.3436
4   14.9077
5   15.0820
6   7770.06
7  0.966303
8  0.966303
9  0.966303
10  0.966303
11  0.966303
12  0.966303
13  0.966303
14  0.966303
15  0.966303
16  0.966303
17  0.966303
18  0.966303
19  0.966303
20  0.966303
21  0.966303
22  0.966303
23  0.966303
24  0.966303
25  0.966303
26  0.966303
27  0.966303
28  0.966303
29  0.966303
30  0.966303
31  0.966303
32  0.966303
33  0.966303
34  0.966303
35   18.9253
36   18.9253
37   18.9253
38   18.9253
39   18.9253
40   18.9253

Range of element maximum matrix coefficients in global coordinates
Maximum = 8.117969958E+09 at element 145239.
Minimum = 466280.23 at element 208952.

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

1       627  SOLID186      0.219   0.000349
2       627  SOLID186      0.359   0.000573
3       332  SOLID186      0.062   0.000188
4       332  SOLID186      0.094   0.000282
5       332  SOLID186      0.094   0.000282
6     51744  SOLID186     12.156   0.000235
7       813  SOLID187      0.062   0.000077
8       813  SOLID187      0.047   0.000058
9       813  SOLID187      0.062   0.000077
10       813  SOLID187      0.062   0.000077
11       813  SOLID187      0.062   0.000077
12       813  SOLID187      0.062   0.000077
13       813  SOLID187      0.062   0.000077
14       813  SOLID187      0.047   0.000058
15       813  SOLID187      0.047   0.000058
16       813  SOLID187      0.062   0.000077
17       813  SOLID187      0.047   0.000058
18       813  SOLID187      0.031   0.000038
19       813  SOLID187      0.062   0.000077
20       813  SOLID187      0.047   0.000058
21       813  SOLID187      0.062   0.000077
22       813  SOLID187      0.062   0.000077
23       813  SOLID187      0.047   0.000058
24       813  SOLID187      0.062   0.000077
25       813  SOLID187      0.078   0.000096
26       813  SOLID187      0.062   0.000077
27       813  SOLID187      0.062   0.000077
28       813  SOLID187      0.062   0.000077
29       813  SOLID187      0.062   0.000077
30       813  SOLID187      0.047   0.000058
31       813  SOLID187      0.062   0.000077
32       813  SOLID187      0.062   0.000077
33       813  SOLID187      0.047   0.000058
34       813  SOLID187      0.047   0.000058
35     21010  SOLID186      5.109   0.000243
36     21010  SOLID186      5.016   0.000239
37     21010  SOLID186      4.625   0.000220
38     21010  SOLID186      5.000   0.000238
39     21010  SOLID186      4.922   0.000234
40     21010  SOLID186      4.703   0.000224
41      7610  CONTA174      1.438   0.000189
42      7610  TARGE170      0.078   0.000010
43       114  CONTA174      0.031   0.000274
44       114  TARGE170      0.000   0.000000
45       140  CONTA174      0.031   0.000223
46       140  TARGE170      0.000   0.000000
47       166  CONTA174      0.016   0.000094
48       166  TARGE170      0.000   0.000000
49       166  CONTA174      0.016   0.000094
50       166  TARGE170      0.000   0.000000
51    144034  CONTA174     24.234   0.000168
52    144034  TARGE170      1.469   0.000010
53    121212  CONTA174      9.141   0.000075
54    121212  TARGE170      1.547   0.000013
55       147  SURF154       0.016   0.000106
Time at end of element matrix formulation CP = 123.25.

ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb
FOR POSSIBLE RESUME FROM THIS POINT
FORCE CONVERGENCE VALUE  =  0.1209E+05  CRITERION=   61.70

DISTRIBUTED SPARSE MATRIX DIRECT SOLVER.
Number of equations =     2915004,    Maximum wavefront =   1374

*** ERROR ***                           CP =     202.219   TIME= 11:44:02
There is not enough memory for the Distributed Sparse Matrix Solver to
proceed using the out-of-core memory mode.  The total memory required
by all processes = 19019 MB.  The total physical memory that is
available on the system = 15468 MB.  Please decrease the model size,
or run this model on another system with more physical memory.

NUMBER OF WARNING MESSAGES ENCOUNTERED=          2
NUMBER OF ERROR   MESSAGES ENCOUNTERED=          1

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

*** WARNING ***                         CP =     229.609   TIME= 11:46:51
During this session the elapsed time exceeds the CPU time by 274%.
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
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: Release 19.2       Build: 19.2       Update: UP20180808   Platform: WINDOWS x64
Date Run: 04/30/2020   Time: 11:46     Process ID: 9744
Operating System: Windows 8  (Build: 9200)

Processor Model: Intel(R) Core(TM) i7-7500U CPU @ 2.70GHz

Compiler: Intel(R) FORTRAN Compiler Version 17.0.4  (Build: 20170411)
Intel(R) C/C++ Compiler Version 17.0.4  (Build: 20170411)
Intel(R) Math Kernel Library Version 2017.0.3 Product Build 20170413

Number of machines requested            :    1
Total number of cores available         :    4
Number of physical cores available      :    2
Number of processes requested           :    2
Number of threads per process requested :    1
Total number of cores requested         :    2 (Distributed Memory Parallel)
MPI Type: INTELMPI
MPI Version: Intel(R) MPI Library 2017 Update 3 for Windows* OS

GPU Acceleration: Not Requested

Job Name: file0
Input File: dummy.dat

Core                Machine Name   Working Directory
-----------------------------------------------------
0             D590-CONS-AP-KA   F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\_ProjectScratch\ScrF9B3
1             D590-CONS-AP-KA   F:\SD\WORKSPACE\MINI-PROJECT ANSYS WORK\ANSYS WORK (05-04-2020)\SOIL-PILE MODEL TRIAL 1\SOIL MODEL WITH MANUAL CONTACTS 30-04-2020\600mm DIAMETER\_ProjectScratch\ScrF9B3

Latency time from master to core     1 =    1.464 microseconds

Communication speed from master to core     1 =  3481.35 MB/sec

Total CPU time for main thread                    :      225.9 seconds
Total CPU time summed for all threads             :      229.6 seconds

Elapsed time spent pre-processing model (/PREP7)  :        3.5 seconds
Elapsed time spent solution - preprocessing       :       44.1 seconds
Elapsed time spent computing solution             :      642.6 seconds
Elapsed time spent solution - postprocessing      :        5.0 seconds
Elapsed time spent post-processing model (/POST1) :        0.0 seconds

Equation solver used                              :            Sparse (symmetric)

Maximum total memory used                         :    19439.0 MB
Maximum total memory allocated                    :    23126.0 MB
Total physical memory available                   :         16 GB

Total amount of I/O written to disk               :        4.2 GB
Total amount of I/O read from disk                :        0.0 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 Release 19.2          Build 19.2         UP20180808     WINDOWS x64 |
|                                                                           |
|---------------------------------------------------------------------------|
|                                                                           |
| Database Requested(-db)  1024 MB    Scratch Memory Requested      1024 MB |
| Maximum Database Used    1151 MB    Maximum Scratch Memory Used  14405 MB |
|                                                                           |
|---------------------------------------------------------------------------|
|                                                                           |
|        CP Time      (sec) =        229.609       Time  =  11:46:50        |
|        Elapsed Time (sec) =        845.000       Date  =  04/30/2020      |
|                                                                           |
*---------------------------------------------------------------------------*