1 Abaqus 3DEXPERIENCE R2017x Date 08-Apr-2020 Time 11:31:38 For use by Supplied by Team-SolidSQUAD under license from Dassault Systemes or its subsidiary. 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 AUTOMATIC TIME CONTROL WITH - A SUGGESTED INITIAL TIME INCREMENT OF 1.000E-04 AND A TOTAL TIME PERIOD OF 1.00 THE MINIMUM TIME INCREMENT ALLOWED IS 1.000E-10 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 ATTEMPTS ALLOWED IN AN INCREMENT 5 MAXIMUM DISCON. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 50 MAXIMUM CONTACT AUGMENTATIONS FOR *SURFACE BEHAVIOR,AUGMENTED LAGRANGE 50 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 CONTACT CONTROLS APPLIED TO ALL CONTACT PAIRS: GLOBAL STABILIZATION CONTROL IS NOT USED RELATIVE PENETRATION TOLERANCE FOR AUGMENTED LAGRANGE CONTACT: FINITE-SLIDING SURFACE-TO-SURFACE 5.000E-02 OTHERWISE 1.000E-03 PRINT OF INCREMENT NUMBER, TIME, ETC., EVERY 1 INCREMENTS THE MAXIMUM NUMBER OF INCREMENTS IN THIS STEP IS 100000 LARGE DISPLACEMENT THEORY WILL BE USED UNSYMMETRIC MATRIX STORAGE AND SOLUTION WILL BE USED LINEAR EXTRAPOLATION WILL BE USED CHARACTERISTIC ELEMENT LENGTH 3.89 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 COLLECTING MODEL CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS COLLECTING STEP CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS INCREMENT 1 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.000E-04 NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.62E+09 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.30000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.30000 ELAPSED WALLCLOCK TIME (SEC) = 0 48 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 24 POINTS CHANGED FROM OPEN TO CLOSED 24 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 411.410E-09 AT NODE BOTTOM-1.2212 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 77.2877E-03 AT NODE BOTTOM-1.2212 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 3.764E-04 TIME AVG. FORCE 3.764E-04 LARGEST RESIDUAL FORCE -0.116 AT NODE 36 DOF 2 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -24.5 AT NODE 1 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -24.5 AT NODE 1 DOF 3 INSTANCE: BOTTOM-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.65E+09 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.40000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.40000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 1.27971E-15 AT NODE BOTTOM-1.2420 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 240.407E-12 AT NODE BOTTOM-1.2420 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 4.367E-04 TIME AVG. FORCE 4.367E-04 LARGEST RESIDUAL FORCE 1.178E-05 AT NODE 27 DOF 2 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -24.5 AT NODE 1 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. 4.743E-07 AT NODE 2240 DOF 2 INSTANCE: BOTTOM-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.65E+09 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.40000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.40000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -441.722E-18 AT NODE BOTTOM-1.2220 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 89.3878E-12 AT NODE BOTTOM-1.2208 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 4.367E-04 TIME AVG. FORCE 4.367E-04 LARGEST RESIDUAL FORCE 1.216E-09 AT NODE 1546 DOF 1 INSTANCE: BOTTOM-1 LARGEST INCREMENT OF DISP. -24.5 AT NODE 1 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. 4.335E-12 AT NODE 42 DOF 2 INSTANCE: TOP-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.000E-04, FRACTION OF STEP COMPLETED 1.000E-04 STEP TIME COMPLETED 1.000E-04, TOTAL TIME COMPLETED 1.000E-04 COMPUTING NEW MESH IN ADAPTIVE MESH DOMAIN: ASSEMBLY__PICKEDSET19