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- Establish Initial Isotropic Stress Field
- STEP 1 INCREMENT 1 STEP TIME 0.00
- S T E P 1 S T A T I C A N A L Y S I S
- Establish Initial Isotropic Stress Field
- AUTOMATIC TIME CONTROL WITH -
- A SUGGESTED INITIAL TIME INCREMENT OF 1.00
- AND A TOTAL TIME PERIOD OF 1.00
- THE MINIMUM TIME INCREMENT ALLOWED IS 1.000E-05
- THE MAXIMUM TIME INCREMENT ALLOWED IS 1.00
- LINEAR EQUATION SOLVER TYPE DIRECT SPARSE
- CONVERGENCE TOLERANCE PARAMETERS FOR FORCE
- CRITERION FOR RESIDUAL FORCE FOR A NONLINEAR PROBLEM 5.000E-03
- CRITERION FOR DISP. CORRECTION IN A NONLINEAR PROBLEM 1.000E-02
- INITIAL VALUE OF TIME AVERAGE FORCE 1.000E-02
- AVERAGE FORCE IS TIME AVERAGE FORCE
- ALTERNATE CRIT. FOR RESIDUAL FORCE FOR A NONLINEAR PROBLEM 2.000E-02
- CRITERION FOR ZERO FORCE RELATIVE TO TIME AVRG. FORCE 1.000E-05
- CRITERION FOR RESIDUAL FORCE WHEN THERE IS ZERO FLUX 1.000E-05
- CRITERION FOR DISP. CORRECTION WHEN THERE IS ZERO FLUX 1.000E-03
- CRITERION FOR RESIDUAL FORCE FOR A LINEAR INCREMENT 1.000E-08
- FIELD CONVERSION RATIO 1.00
- CRITERION FOR ZERO FORCE REL. TO TIME AVRG. MAX. FORCE 1.000E-05
- CRITERION FOR ZERO DISP. RELATIVE TO CHARACTERISTIC LENGTH 1.000E-08
- VOLUMETRIC STRAIN COMPATIBILITY TOLERANCE FOR HYBRID SOLIDS 1.000E-05
- AXIAL STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS 1.000E-05
- TRANS. SHEAR STRAIN COMPATIBILITY TOLERANCE FOR HYBRID BEAMS 1.000E-05
- SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P>P0 5.000E-03
- SOFT CONTACT CONSTRAINT COMPATIBILITY TOLERANCE FOR P=0.0 0.100
- CONTACT FORCE ERROR TOLERANCE FOR CONVERT SDI=YES 1.00
- DISPLACEMENT COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS 1.000E-05
- ROTATION COMPATIBILITY TOLERANCE FOR DCOUP ELEMENTS 1.000E-05
- EQUILIBRIUM WILL BE CHECKED FOR SEVERE DISCONTINUITY ITERATIONS
- TIME INCREMENTATION CONTROL PARAMETERS:
- FIRST EQUILIBRIUM ITERATION FOR CONSECUTIVE DIVERGENCE CHECK 4
- EQUILIBRIUM ITERATION AT WHICH LOG. CONVERGENCE RATE CHECK BEGINS 8
- EQUILIBRIUM ITERATION AFTER WHICH ALTERNATE RESIDUAL IS USED 9
- MAXIMUM EQUILIBRIUM ITERATIONS ALLOWED 16
- EQUILIBRIUM ITERATION COUNT FOR CUT-BACK IN NEXT INCREMENT 10
- MAXIMUM EQUILIB. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 4
- MAXIMUM ITERATIONS FOR SEVERE DISCONTINUITIES 50
- MAXIMUM CUT-BACKS ALLOWED IN AN INCREMENT 5
- MAXIMUM DISCON. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 50
- MAXIMUM CONTACT AUGMENTATIONS FOR *SURFACE BEHAVIOR,AUGMENTED LAGRANGE 6
- CUT-BACK FACTOR AFTER DIVERGENCE 0.2500
- CUT-BACK FACTOR FOR TOO SLOW CONVERGENCE 0.5000
- CUT-BACK FACTOR AFTER TOO MANY EQUILIBRIUM ITERATIONS 0.7500
- CUT-BACK FACTOR AFTER TOO MANY SEVERE DISCONTINUITY ITERATIONS 0.2500
- CUT-BACK FACTOR AFTER PROBLEMS IN ELEMENT ASSEMBLY 0.2500
- INCREASE FACTOR AFTER TWO INCREMENTS THAT CONVERGE QUICKLY 1.500
- MAX. TIME INCREMENT INCREASE FACTOR ALLOWED 1.500
- MAX. TIME INCREMENT INCREASE FACTOR ALLOWED (DYNAMICS) 1.250
- MAX. TIME INCREMENT INCREASE FACTOR ALLOWED (DIFFUSION) 2.000
- MINIMUM TIME INCREMENT RATIO FOR EXTRAPOLATION TO OCCUR 0.1000
- MAX. RATIO OF TIME INCREMENT TO STABILITY LIMIT 1.000
- FRACTION OF STABILITY LIMIT FOR NEW TIME INCREMENT 0.9500
- TIME INCREMENT INCREASE FACTOR BEFORE A TIME POINT 1.000
- GLOBAL STABILIZATION CONTROL IS NOT USED
- PRINT OF INCREMENT NUMBER, TIME, ETC., EVERY 1 INCREMENTS
- THE MAXIMUM NUMBER OF INCREMENTS IN THIS STEP IS 100
- UNSYMMETRIC MATRIX STORAGE AND SOLUTION WILL BE USED
- LINEAR EXTRAPOLATION WILL BE USED
- CHARACTERISTIC ELEMENT LENGTH 10.0
- DETAILS REGARDING ACTUAL SOLUTION WAVEFRONT REQUESTED
- DETAILED OUTPUT OF DIAGNOSTICS TO DATABASE REQUESTED
- PRINT OF INCREMENT NUMBER, TIME, ETC., TO THE MESSAGE FILE EVERY 1 INCREMENTS
- EQUATIONS ARE BEING REORDERED TO MINIMIZE WAVEFRONT
- COLLECTING MODEL CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS
- COLLECTING STEP CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS
- INCREMENT 1 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.00
- ***ERROR: System error 3 std_ElemWorkspaceManager::DeAllocate: An offset
- overwrite was detected for Workspace idEW_MaterialStiffness (ID =
- 13), offset = 16.
- ANALYSIS SUMMARY:
- TOTAL OF 1 INCREMENTS
- 0 CUTBACKS IN AUTOMATIC INCREMENTATION
- 0 ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT
- 0 PASSES THROUGH THE EQUATION SOLVER OF WHICH
- 0 INVOLVE MATRIX DECOMPOSITION, INCLUDING
- 0 DECOMPOSITION(S) OF THE MASS MATRIX
- 1 REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT
- 0 ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES
- 0 ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES
- 0 WARNING MESSAGES DURING USER INPUT PROCESSING
- 0 WARNING MESSAGES DURING ANALYSIS
- 0 ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES
- 0 ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES
- 1 ERROR MESSAGES
- JOB TIME SUMMARY
- USER TIME (SEC) = 0.30000
- SYSTEM TIME (SEC) = 0.10000
- TOTAL CPU TIME (SEC) = 0.40000
- WALLCLOCK TIME (SEC) = 1
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