1 Abaqus 3DEXPERIENCE R2017x Date 13-Apr-2020 Time 09:30:00 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 0.100 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 ELEMENT OPERATIONS WILL NOT BE CARRIED OUT IN PARALLEL COLLECTING MODEL CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS COLLECTING STEP CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS INCREMENT 1 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.100 NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.62E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.40000 ELAPSED SYSTEM TIME (SEC) = 0.20000 ELAPSED TOTAL CPU TIME (SEC) = 0.60000 ELAPSED WALLCLOCK TIME (SEC) = 1 33 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 5 POINTS CHANGED FROM OPEN TO CLOSED 14 POINTS CHANGED FROM CLOSED TO OPEN 14 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 5.58238 AT NODE BOTTOM-1.2212 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR -1.07956E+06 AT NODE BOTTOM-1.2232 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.483E+04 TIME AVG. FORCE 1.483E+04 LARGEST RESIDUAL FORCE 7.241E+06 AT NODE 32 DOF 2 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -25.1 AT NODE 204 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -25.1 AT NODE 204 DOF 3 INSTANCE: BOTTOM-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.70E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.40000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.50000 ELAPSED WALLCLOCK TIME (SEC) = 1 ***WARNING: THE SYSTEM MATRIX HAS 26 NEGATIVE EIGENVALUES. NEGATIVE EIGENVALUES MEAN THAT THE SYSTEM MATRIX IS NOT POSITIVE DEFINITE: FOR EXAMPLE, A BIFURCATION (BUCKLING) LOAD MAY HAVE BEEN EXCEEDED. ELEMENT BOTTOM-1.1031 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1032 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1050 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1188 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1188 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1194 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1197 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1197 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1200 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1334 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1334 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1341 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1341 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1344 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1344 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1347 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1347 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1350 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1485 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1491 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1491 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1494 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1497 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1497 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1500 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1644 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1647 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1649 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1650 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1650 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1799 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1800 IS DISTORTING EXCESSIVELY. ELEMENT TOP-1.3 IS DISTORTING EXCESSIVELY. ELEMENT TOP-1.17 IS DISTORTING EXCESSIVELY. ELEMENT TOP-1.18 IS DISTORTING EXCESSIVELY. ELEMENT TOP-1.19 IS DISTORTING EXCESSIVELY. ELEMENT TOP-1.23 IS DISTORTING EXCESSIVELY. ELEMENT TOP-1.24 IS DISTORTING EXCESSIVELY. ***WARNING: EXCESSIVE DISTORTION AT A TOTAL OF 38 INTEGRATION POINTS IN SOLID (CONTINUUM) ELEMENTS ***NOTE: ELEMENTS ARE DISTORTING EXCESSIVELY. CONVERGENCE IS JUDGED UNLIKELY. INCREMENT 1 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 2.500E-02 NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.62E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.70000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.80000 ELAPSED WALLCLOCK TIME (SEC) = 0 ELEMENT BOTTOM-1.1185 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1334 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1335 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1484 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1487 IS DISTORTING EXCESSIVELY. ELEMENT BOTTOM-1.1634 IS DISTORTING EXCESSIVELY. ***WARNING: EXCESSIVE DISTORTION AT A TOTAL OF 6 INTEGRATION POINTS IN SOLID (CONTINUUM) ELEMENTS ***NOTE: ELEMENTS ARE DISTORTING EXCESSIVELY. CONVERGENCE IS JUDGED UNLIKELY. INCREMENT 1 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 6.250E-03 NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.62E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.50000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.60000 ELAPSED WALLCLOCK TIME (SEC) = 0 24 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 14 POINTS CHANGED FROM CLOSED TO OPEN 10 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR -36.5507E-03 AT NODE BOTTOM-1.2436 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR -53.9645E+03 AT NODE BOTTOM-1.2444 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 377. TIME AVG. FORCE 377. LARGEST RESIDUAL FORCE 1.061E+05 AT NODE 42 DOF 2 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.91 AT NODE 204 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -1.91 AT NODE 204 DOF 3 INSTANCE: BOTTOM-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.64E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.60000 ELAPSED WALLCLOCK TIME (SEC) = 0 8 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 8 POINTS CHANGED FROM CLOSED TO OPEN CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 2 MAX. PENETRATION ERROR -19.2158E-03 AT NODE BOTTOM-1.2224 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR -62.5516E+03 AT NODE BOTTOM-1.1816 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 72.6 TIME AVG. FORCE 72.6 LARGEST RESIDUAL FORCE -3.591E+04 AT NODE 2232 DOF 2 INSTANCE: BOTTOM-1 LARGEST INCREMENT OF DISP. -1.94 AT NODE 2436 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. 1.15 AT NODE 21 DOF 3 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.64E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.70000 ELAPSED WALLCLOCK TIME (SEC) = 0 4 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED 2 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 3 MAX. PENETRATION ERROR 12.7177E-03 AT NODE BOTTOM-1.1816 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 2.04869E+03 AT NODE BOTTOM-1.1816 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 3.07 TIME AVG. FORCE 3.07 LARGEST RESIDUAL FORCE -1.065E+03 AT NODE 33 DOF 3 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 1820 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. 0.470 AT NODE 48 DOF 1 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.64E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.70000 ELAPSED WALLCLOCK TIME (SEC) = 0 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM CLOSED TO OPEN CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 4 MAX. PENETRATION ERROR 3.02362E-03 AT NODE BOTTOM-1.1816 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 506.604 AT NODE BOTTOM-1.2020 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 5.09 TIME AVG. FORCE 5.09 LARGEST RESIDUAL FORCE -3.425E+03 AT NODE 17 DOF 3 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 1822 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -0.499 AT NODE 15 DOF 2 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.63E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.60000 ELAPSED WALLCLOCK TIME (SEC) = 0 4 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED 2 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 5 MAX. PENETRATION ERROR 2.81899E-03 AT NODE BOTTOM-1.2428 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 453.924 AT NODE BOTTOM-1.2428 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 0.267 TIME AVG. FORCE 0.267 LARGEST RESIDUAL FORCE 90.6 AT NODE 44 DOF 3 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 2026 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -8.309E-02 AT NODE 13 DOF 2 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.64E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.70000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 177.431E-06 AT NODE BOTTOM-1.2224 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 33.3322 AT NODE BOTTOM-1.2224 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 0.362 TIME AVG. FORCE 0.362 LARGEST RESIDUAL FORCE -235. AT NODE 17 DOF 3 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 2022 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -0.134 AT NODE 60 DOF 2 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.64E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.60000 ELAPSED WALLCLOCK TIME (SEC) = 1 40 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 20 POINTS CHANGED FROM OPEN TO CLOSED 20 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 6 MAX. PENETRATION ERROR 952.953E-06 AT NODE BOTTOM-1.2444 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 173.764 AT NODE BOTTOM-1.2240 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 2.899E-03 TIME AVG. FORCE 2.899E-03 LARGEST RESIDUAL FORCE 0.556 AT NODE 44 DOF 3 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 2039 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. -6.200E-03 AT NODE 13 DOF 2 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.73E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.70000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.80000 ELAPSED WALLCLOCK TIME (SEC) = 0 4 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 4 POINTS CHANGED FROM CLOSED TO OPEN CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 7 MAX. PENETRATION ERROR 39.4479E-09 AT NODE BOTTOM-1.1832 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 7.44303E-03 AT NODE BOTTOM-1.2032 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 2.875E-03 TIME AVG. FORCE 2.875E-03 LARGEST RESIDUAL FORCE 4.102E-02 AT NODE 27 DOF 2 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 4080 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. 1.229E-03 AT NODE 29 DOF 2 INSTANCE: TOP-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. NUMBER OF EQUATIONS = 12420 NUMBER OF FLOATING PT. OPERATIONS = 1.73E+09 USING THE DIRECT SOLVER WITH 4 PROCESSORS CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.60000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.70000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 880.030E-18 AT NODE BOTTOM-1.2240 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) MAX. CONTACT FORCE ERROR 165.323E-12 AT NODE BOTTOM-1.2240 OF CONTACT PAIR (ASSEMBLY_SLAVE,ASSEMBLY_MASTER) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.870E-03 TIME AVG. FORCE 2.870E-03 LARGEST RESIDUAL FORCE 4.938E-06 AT NODE 42 DOF 2 INSTANCE: TOP-1 LARGEST INCREMENT OF DISP. -1.90 AT NODE 204 DOF 3 INSTANCE: BOTTOM-1 LARGEST CORRECTION TO DISP. 8.176E-08 AT NODE 30 DOF 3 INSTANCE: TOP-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 9 TOTAL ITERATIONS, OF WHICH 7 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 6.250E-03, FRACTION OF STEP COMPLETED 6.250E-03 STEP TIME COMPLETED 6.250E-03, TOTAL TIME COMPLETED 6.250E-03 COMPUTING NEW MESH IN ADAPTIVE MESH DOMAIN: ASSEMBLY__PICKEDSET19