1 Abaqus 3DEXPERIENCE R2017x Date 05-Sep-2017 Time 10:09:05 For use by RWTH AACHEN UNIVERSITY 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 3.00 AND A TOTAL TIME PERIOD OF 300. THE MINIMUM TIME INCREMENT ALLOWED IS 3.000E-03 THE MAXIMUM TIME INCREMENT ALLOWED IS 300. 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 CONVERGENCE TOLERANCE PARAMETERS FOR MOMENT CRITERION FOR RESIDUAL MOMENT FOR A NONLINEAR PROBLEM 5.000E-03 CRITERION FOR ROTATION CORRECTION IN A NONLINEAR PROBLEM 1.000E-02 INITIAL VALUE OF TIME AVERAGE MOMENT 1.000E-02 AVERAGE MOMENT IS TIME AVERAGE MOMENT ALTERNATE CRIT. FOR RESIDUAL MOMENT FOR A NONLINEAR PROBLEM 2.000E-02 CRITERION FOR ZERO MOMENT RELATIVE TO TIME AVRG. MOMENT 1.000E-05 CRITERION FOR RESIDUAL MOMENT WHEN THERE IS ZERO FLUX 1.000E-05 CRITERION FOR ROTATION CORRECTION WHEN THERE IS ZERO FLUX 1.000E-03 CRITERION FOR RESIDUAL MOMENT FOR A LINEAR INCREMENT 1.000E-08 FIELD CONVERSION RATIO 1.00 CRITERION FOR ZERO MOMENT REL. TO TIME AVRG. MAX. MOMENT 1.000E-05 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 1000 LARGE DISPLACEMENT THEORY WILL BE USED LINEAR EXTRAPOLATION WILL BE USED CHARACTERISTIC ELEMENT LENGTH 3.66 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 3.00 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.700 ELAPSED SYSTEM TIME (SEC) = 0.80000 ELAPSED TOTAL CPU TIME (SEC) = 34.500 ELAPSED WALLCLOCK TIME (SEC) = 35 304 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 168 POINTS CHANGED FROM OPEN TO CLOSED 136 POINTS CHANGED FROM STICKING TO SLIPPING CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 486.539E-03 AT NODE FINAL-1.56751 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 3.13109 AT NODE FINAL-1.56751 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 4.160E-05 TIME AVG. FORCE 4.160E-05 LARGEST RESIDUAL FORCE 4.671E-02 AT NODE 45260 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 0.501 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 0.501 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 1.471E-02 TIME AVG. MOMENT 1.471E-02 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 7.028E-42 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.028E-42 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=11.829 AT ELEMENT 20311, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=11.822 AT ELEMENT 21366, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=11.757 AT ELEMENT 22441, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=11.505 AT ELEMENT 37208, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=11.497 AT ELEMENT 20834, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=11.212 AT ELEMENT 16695, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=11.184 AT ELEMENT 23579, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.735 AT ELEMENT 23543, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.716 AT ELEMENT 21401, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.695 AT ELEMENT 35286, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.659 AT ELEMENT 20844, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.611 AT ELEMENT 19296, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.572 AT ELEMENT 21396, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.544 AT ELEMENT 21395, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.528 AT ELEMENT 16791, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.475 AT ELEMENT 22984, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.397 AT ELEMENT 49811, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.344 AT ELEMENT 21887, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=10.311 AT ELEMENT 20313, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.9392 AT ELEMENT 20860, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.9299 AT ELEMENT 39894, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.8819 AT ELEMENT 45599, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.7495 AT ELEMENT 22994, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.5777 AT ELEMENT 19280, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.4468 AT ELEMENT 22415, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.3470 AT ELEMENT 19255, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.3455 AT ELEMENT 20284, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.3257 AT ELEMENT 10111, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.2588 AT ELEMENT 14611, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.2384 AT ELEMENT 21389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.2232 AT ELEMENT 21929, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.1640 AT ELEMENT 49810, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.0455 AT ELEMENT 33667, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.0360 AT ELEMENT 33821, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=9.0037 AT ELEMENT 24322, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.9953 AT ELEMENT 23553, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.9606 AT ELEMENT 50338, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.5939 AT ELEMENT 19233, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.4280 AT ELEMENT 16769, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.3359 AT ELEMENT 35810, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.2549 AT ELEMENT 45445, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=8.1178 AT ELEMENT 29356, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.9871 AT ELEMENT 25701, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.9733 AT ELEMENT 29351, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.9633 AT ELEMENT 45150, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.9499 AT ELEMENT 30758, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.8145 AT ELEMENT 41936, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.7599 AT ELEMENT 24320, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.6349 AT ELEMENT 36610, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.4357 AT ELEMENT 37359, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.4254 AT ELEMENT 38854, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=7.0164 AT ELEMENT 44221, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.5477 AT ELEMENT 45594, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.5439 AT ELEMENT 49807, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.3575 AT ELEMENT 45149, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.2718 AT ELEMENT 54126, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.2572 AT ELEMENT 54125, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.1898 AT ELEMENT 51733, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=6.0541 AT ELEMENT 20866, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.8878 AT ELEMENT 57276, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.8486 AT ELEMENT 49379, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.7847 AT ELEMENT 16577, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.7711 AT ELEMENT 55016, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.7620 AT ELEMENT 49812, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.7233 AT ELEMENT 51670, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6987 AT ELEMENT 44257, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6878 AT ELEMENT 49382, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6780 AT ELEMENT 54797, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6708 AT ELEMENT 33711, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6530 AT ELEMENT 51479, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6500 AT ELEMENT 52722, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.6160 AT ELEMENT 33812, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.5770 AT ELEMENT 51664, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.5529 AT ELEMENT 39901, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.5510 AT ELEMENT 29364, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.4459 AT ELEMENT 57275, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.4432 AT ELEMENT 25509, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.4309 AT ELEMENT 40158, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.4067 AT ELEMENT 54122, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.3809 AT ELEMENT 19270, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.3659 AT ELEMENT 51661, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.3349 AT ELEMENT 44223, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.3102 AT ELEMENT 30079, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.3093 AT ELEMENT 35805, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.3002 AT ELEMENT 25523, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.2896 AT ELEMENT 29374, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.0982 AT ELEMENT 52798, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.0853 AT ELEMENT 33822, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=5.0067 AT ELEMENT 30760, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.9031 AT ELEMENT 49906, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.8226 AT ELEMENT 49813, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.8031 AT ELEMENT 35188, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.7619 AT ELEMENT 19263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.7506 AT ELEMENT 40506, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.7193 AT ELEMENT 25256, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.6908 AT ELEMENT 42324, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.6818 AT ELEMENT 49381, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.6682 AT ELEMENT 19380, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.6564 AT ELEMENT 45598, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.6289 AT ELEMENT 21385, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.5990 AT ELEMENT 52796, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.5681 AT ELEMENT 21392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.5614 AT ELEMENT 20820, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.5450 AT ELEMENT 22970, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.5127 AT ELEMENT 33655, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4890 AT ELEMENT 44200, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4750 AT ELEMENT 30756, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4514 AT ELEMENT 30076, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4451 AT ELEMENT 54187, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4378 AT ELEMENT 45450, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4372 AT ELEMENT 16629, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4299 AT ELEMENT 25785, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4234 AT ELEMENT 45156, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.4034 AT ELEMENT 17692, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.3994 AT ELEMENT 21384, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.3813 AT ELEMENT 16763, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.3321 AT ELEMENT 49806, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.3218 AT ELEMENT 16255, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.3052 AT ELEMENT 50341, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.2859 AT ELEMENT 41445, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.2482 AT ELEMENT 32399, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.2324 AT ELEMENT 49977, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.2186 AT ELEMENT 54123, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1749 AT ELEMENT 30081, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1646 AT ELEMENT 45595, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1529 AT ELEMENT 21365, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1443 AT ELEMENT 30935, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1402 AT ELEMENT 45994, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1360 AT ELEMENT 25255, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.1294 AT ELEMENT 51667, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.0460 AT ELEMENT 24319, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.0373 AT ELEMENT 41451, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=4.0372 AT ELEMENT 54124, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.9678 AT ELEMENT 51732, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.9261 AT ELEMENT 27879, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.9247 AT ELEMENT 29359, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.8759 AT ELEMENT 35291, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.8342 AT ELEMENT 39899, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.7998 AT ELEMENT 55033, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.7715 AT ELEMENT 37761, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.7391 AT ELEMENT 21370, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.7278 AT ELEMENT 35942, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.7202 AT ELEMENT 49908, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.6943 AT ELEMENT 51731, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.6814 AT ELEMENT 35127, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.6754 AT ELEMENT 33951, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.6162 AT ELEMENT 49460, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.6117 AT ELEMENT 20859, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.6115 AT ELEMENT 22965, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.5897 AT ELEMENT 35806, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.5757 AT ELEMENT 16925, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.5574 AT ELEMENT 25700, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.5104 AT ELEMENT 49804, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.5101 AT ELEMENT 25533, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4911 AT ELEMENT 21927, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4892 AT ELEMENT 29342, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4830 AT ELEMENT 57279, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4748 AT ELEMENT 21915, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4725 AT ELEMENT 16948, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4691 AT ELEMENT 39698, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4541 AT ELEMENT 20309, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4301 AT ELEMENT 49329, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4296 AT ELEMENT 57277, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.4152 AT ELEMENT 29355, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3962 AT ELEMENT 49802, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3909 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3757 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3654 AT ELEMENT 45596, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3577 AT ELEMENT 19191, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3232 AT ELEMENT 48530, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3112 AT ELEMENT 33805, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.3088 AT ELEMENT 56757, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2980 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2972 AT ELEMENT 56087, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2547 AT ELEMENT 24347, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2347 AT ELEMENT 39697, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2193 AT ELEMENT 41937, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2067 AT ELEMENT 54189, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.2028 AT ELEMENT 56753, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1952 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1939 AT ELEMENT 50339, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1870 AT ELEMENT 54346, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1757 AT ELEMENT 51599, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1752 AT ELEMENT 54349, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1697 AT ELEMENT 39897, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1652 AT ELEMENT 50509, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1545 AT ELEMENT 45995, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1492 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1322 AT ELEMENT 52308, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1301 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1242 AT ELEMENT 34157, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.1014 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0941 AT ELEMENT 40154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0924 AT ELEMENT 45336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0884 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0840 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0828 AT ELEMENT 21935, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0712 AT ELEMENT 21897, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0655 AT ELEMENT 43905, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0453 AT ELEMENT 25241, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0369 AT ELEMENT 49480, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0332 AT ELEMENT 44258, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0319 AT ELEMENT 51729, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0229 AT ELEMENT 50511, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=3.0144 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9945 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9926 AT ELEMENT 47198, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9867 AT ELEMENT 49973, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9841 AT ELEMENT 47203, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9778 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9640 AT ELEMENT 50021, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9616 AT ELEMENT 43914, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9566 AT ELEMENT 20325, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9533 AT ELEMENT 56089, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9216 AT ELEMENT 25223, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9136 AT ELEMENT 32388, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9068 AT ELEMENT 34159, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.9049 AT ELEMENT 54188, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8603 AT ELEMENT 21911, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8433 AT ELEMENT 51663, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8402 AT ELEMENT 33953, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8376 AT ELEMENT 21907, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8375 AT ELEMENT 20306, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8162 AT ELEMENT 33826, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8130 AT ELEMENT 54348, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8107 AT ELEMENT 20862, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8015 AT ELEMENT 22445, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.8008 AT ELEMENT 20283, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7889 AT ELEMENT 24321, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7829 AT ELEMENT 44622, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7737 AT ELEMENT 30757, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7734 AT ELEMENT 49458, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7555 AT ELEMENT 44618, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7495 AT ELEMENT 54347, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7494 AT ELEMENT 51604, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7368 AT ELEMENT 32381, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7317 AT ELEMENT 51525, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7262 AT ELEMENT 52718, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7216 AT ELEMENT 25143, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.7048 AT ELEMENT 50026, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6861 AT ELEMENT 41960, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6857 AT ELEMENT 25702, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6755 AT ELEMENT 19241, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6638 AT ELEMENT 41446, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6619 AT ELEMENT 22989, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6483 AT ELEMENT 52271, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6471 AT ELEMENT 55466, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6411 AT ELEMENT 30573, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6376 AT ELEMENT 40500, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6376 AT ELEMENT 21342, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6287 AT ELEMENT 29357, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.6038 AT ELEMENT 35287, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5939 AT ELEMENT 30085, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5867 AT ELEMENT 51660, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5830 AT ELEMENT 33613, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5818 AT ELEMENT 18550, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5692 AT ELEMENT 51669, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5672 AT ELEMENT 35138, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5616 AT ELEMENT 14696, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5582 AT ELEMENT 51087, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5505 AT ELEMENT 29369, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5419 AT ELEMENT 55468, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5417 AT ELEMENT 51085, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5285 AT ELEMENT 50162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5248 AT ELEMENT 30101, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5230 AT ELEMENT 16759, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5222 AT ELEMENT 47465, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5212 AT ELEMENT 49975, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5203 AT ELEMENT 19295, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5171 AT ELEMENT 51666, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5153 AT ELEMENT 16580, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.5144 AT ELEMENT 45999, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4975 AT ELEMENT 59369, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4757 AT ELEMENT 23907, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4731 AT ELEMENT 19119, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4658 AT ELEMENT 27880, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4547 AT ELEMENT 55462, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4534 AT ELEMENT 30859, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4290 AT ELEMENT 47205, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4284 AT ELEMENT 22446, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4271 AT ELEMENT 30851, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4220 AT ELEMENT 45335, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4208 AT ELEMENT 49803, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4164 AT ELEMENT 44224, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4120 AT ELEMENT 16686, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4096 AT ELEMENT 21891, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.4001 AT ELEMENT 55463, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3988 AT ELEMENT 19236, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3889 AT ELEMENT 54795, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3778 AT ELEMENT 59461, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3772 AT ELEMENT 35019, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3729 AT ELEMENT 27878, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3684 AT ELEMENT 24348, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3475 AT ELEMENT 16704, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3377 AT ELEMENT 59494, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3278 AT ELEMENT 34997, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3255 AT ELEMENT 52719, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3203 AT ELEMENT 32383, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.3035 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2937 AT ELEMENT 59228, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2932 AT ELEMENT 33626, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2883 AT ELEMENT 39893, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2774 AT ELEMENT 30860, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2737 AT ELEMENT 16922, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2661 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2588 AT ELEMENT 59141, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2494 AT ELEMENT 59157, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2466 AT ELEMENT 59261, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2400 AT ELEMENT 24331, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2366 AT ELEMENT 35128, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2345 AT ELEMENT 46702, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2298 AT ELEMENT 36493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2236 AT ELEMENT 44256, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2125 AT ELEMENT 45597, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2122 AT ELEMENT 50024, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2062 AT ELEMENT 22462, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.2019 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1982 AT ELEMENT 35303, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1977 AT ELEMENT 49454, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1960 AT ELEMENT 54796, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1948 AT ELEMENT 59463, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1814 AT ELEMENT 29385, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1792 AT ELEMENT 36128, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1647 AT ELEMENT 16919, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1590 AT ELEMENT 22961, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1515 AT ELEMENT 22463, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1381 AT ELEMENT 50283, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1371 AT ELEMENT 12107, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1294 AT ELEMENT 30148, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1206 AT ELEMENT 21893, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1164 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1132 AT ELEMENT 56754, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1100 AT ELEMENT 52307, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1070 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1045 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.1020 AT ELEMENT 54185, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0935 AT ELEMENT 53404, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0877 AT ELEMENT 25778, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0876 AT ELEMENT 36496, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0863 AT ELEMENT 19204, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0805 AT ELEMENT 16684, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0722 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0722 AT ELEMENT 24316, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0684 AT ELEMENT 35201, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0612 AT ELEMENT 24333, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0605 AT ELEMENT 53403, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0572 AT ELEMENT 30852, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0547 AT ELEMENT 35129, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0540 AT ELEMENT 51082, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0514 AT ELEMENT 55014, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0428 AT ELEMENT 53275, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0166 AT ELEMENT 51671, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0161 AT ELEMENT 25531, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0108 AT ELEMENT 50023, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0082 AT ELEMENT 30109, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0067 AT ELEMENT 6091, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=2.0062 AT ELEMENT 48527, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9997 AT ELEMENT 19203, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9934 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9875 AT ELEMENT 33651, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9870 AT ELEMENT 12070, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9781 AT ELEMENT 14804, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9761 AT ELEMENT 49814, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9574 AT ELEMENT 40152, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9566 AT ELEMENT 9372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9526 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9476 AT ELEMENT 33950, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9313 AT ELEMENT 17849, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9244 AT ELEMENT 52309, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9231 AT ELEMENT 25513, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9224 AT ELEMENT 50337, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9199 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9116 AT ELEMENT 4576, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9113 AT ELEMENT 20271, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9092 AT ELEMENT 34321, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.9022 AT ELEMENT 25235, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8971 AT ELEMENT 45151, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8880 AT ELEMENT 52304, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8863 AT ELEMENT 4521, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8840 AT ELEMENT 2719, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8827 AT ELEMENT 34155, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8823 AT ELEMENT 44207, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8819 AT ELEMENT 23551, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8779 AT ELEMENT 35137, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8776 AT ELEMENT 56260, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8726 AT ELEMENT 49377, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8696 AT ELEMENT 45339, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8676 AT ELEMENT 29703, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8663 AT ELEMENT 37362, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8657 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8609 AT ELEMENT 29772, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8555 AT ELEMENT 22974, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8538 AT ELEMENT 49461, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8517 AT ELEMENT 46096, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8508 AT ELEMENT 25215, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8499 AT ELEMENT 50047, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8497 AT ELEMENT 4608, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8460 AT ELEMENT 30567, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8442 AT ELEMENT 269, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8435 AT ELEMENT 55461, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8354 AT ELEMENT 50340, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8348 AT ELEMENT 40858, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8342 AT ELEMENT 16748, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8331 AT ELEMENT 39696, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8199 AT ELEMENT 40153, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8141 AT ELEMENT 45997, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8116 AT ELEMENT 52052, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8084 AT ELEMENT 22431, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8071 AT ELEMENT 51519, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.8033 AT ELEMENT 39700, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7987 AT ELEMENT 8885, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7955 AT ELEMENT 38510, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7925 AT ELEMENT 33952, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7871 AT ELEMENT 44201, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7848 AT ELEMENT 30858, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7822 AT ELEMENT 45334, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7809 AT ELEMENT 27875, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7749 AT ELEMENT 49358, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7644 AT ELEMENT 50549, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7605 AT ELEMENT 47460, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7587 AT ELEMENT 47322, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7520 AT ELEMENT 46099, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7499 AT ELEMENT 16889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7488 AT ELEMENT 37358, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7484 AT ELEMENT 38507, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7446 AT ELEMENT 52720, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7379 AT ELEMENT 4622, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7351 AT ELEMENT 49974, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7342 AT ELEMENT 12045, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7334 AT ELEMENT 47461, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7268 AT ELEMENT 29763, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7258 AT ELEMENT 30450, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7243 AT ELEMENT 1676, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7225 AT ELEMENT 30939, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7174 AT ELEMENT 33954, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7147 AT ELEMENT 25518, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7128 AT ELEMENT 45447, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7108 AT ELEMENT 37357, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.7040 AT ELEMENT 19220, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6943 AT ELEMENT 19189, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6818 AT ELEMENT 30576, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6810 AT ELEMENT 42322, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6804 AT ELEMENT 49378, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6734 AT ELEMENT 55517, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6674 AT ELEMENT 22412, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6648 AT ELEMENT 35803, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6623 AT ELEMENT 51521, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6536 AT ELEMENT 19302, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6510 AT ELEMENT 55465, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6497 AT ELEMENT 24326, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6490 AT ELEMENT 21393, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6435 AT ELEMENT 52272, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6410 AT ELEMENT 47197, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6397 AT ELEMENT 29742, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6317 AT ELEMENT 36492, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6303 AT ELEMENT 30854, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6301 AT ELEMENT 50334, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6295 AT ELEMENT 34318, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6258 AT ELEMENT 16761, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6247 AT ELEMENT 37766, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6204 AT ELEMENT 14802, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6169 AT ELEMENT 33956, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6169 AT ELEMENT 20304, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6154 AT ELEMENT 25220, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6147 AT ELEMENT 275, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6125 AT ELEMENT 50959, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6107 AT ELEMENT 47196, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.6057 AT ELEMENT 9231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5993 AT ELEMENT 21903, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5991 AT ELEMENT 53402, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5983 AT ELEMENT 49373, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5912 AT ELEMENT 30890, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5880 AT ELEMENT 29365, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5866 AT ELEMENT 9379, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5848 AT ELEMENT 4225, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5802 AT ELEMENT 49842, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5800 AT ELEMENT 52270, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5768 AT ELEMENT 25224, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5738 AT ELEMENT 51476, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5728 AT ELEMENT 37213, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5720 AT ELEMENT 50550, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5684 AT ELEMENT 30574, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5676 AT ELEMENT 22967, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5613 AT ELEMENT 13036, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5606 AT ELEMENT 29748, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5560 AT ELEMENT 30571, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5550 AT ELEMENT 30088, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5523 AT ELEMENT 39900, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5471 AT ELEMENT 35163, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5426 AT ELEMENT 49972, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5365 AT ELEMENT 43915, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5353 AT ELEMENT 44949, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5315 AT ELEMENT 50953, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5313 AT ELEMENT 24334, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5304 AT ELEMENT 55020, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5257 AT ELEMENT 49356, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5249 AT ELEMENT 52055, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5224 AT ELEMENT 54345, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5194 AT ELEMENT 55028, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5192 AT ELEMENT 43916, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5139 AT ELEMENT 43913, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5110 AT ELEMENT 59459, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5088 AT ELEMENT 32409, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5088 AT ELEMENT 50161, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5079 AT ELEMENT 53276, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5077 AT ELEMENT 35118, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5075 AT ELEMENT 47324, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5057 AT ELEMENT 19407, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5055 AT ELEMENT 47201, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5048 AT ELEMENT 55031, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5048 AT ELEMENT 44260, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5040 AT ELEMENT 43906, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5019 AT ELEMENT 23000, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.5005 AT ELEMENT 22437, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4970 AT ELEMENT 44676, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4951 AT ELEMENT 301, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4919 AT ELEMENT 50335, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4898 AT ELEMENT 59460, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4891 AT ELEMENT 1678, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4889 AT ELEMENT 56257, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4883 AT ELEMENT 48529, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4827 AT ELEMENT 25525, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4806 AT ELEMENT 2361, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4779 AT ELEMENT 41448, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4762 AT ELEMENT 53397, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4746 AT ELEMENT 35123, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4739 AT ELEMENT 263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4738 AT ELEMENT 54793, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4665 AT ELEMENT 56091, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4658 AT ELEMENT 16744, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4622 AT ELEMENT 18987, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4597 AT ELEMENT 45866, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4566 AT ELEMENT 59368, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4549 AT ELEMENT 4614, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4542 AT ELEMENT 20617, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4541 AT ELEMENT 54184, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4465 AT ELEMENT 50044, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4442 AT ELEMENT 59356, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4433 AT ELEMENT 3668, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4427 AT ELEMENT 25786, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4423 AT ELEMENT 50043, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4412 AT ELEMENT 16685, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4412 AT ELEMENT 40157, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4401 AT ELEMENT 29684, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4351 AT ELEMENT 36617, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4347 AT ELEMENT 55006, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4341 AT ELEMENT 37205, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4338 AT ELEMENT 30106, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4317 AT ELEMENT 21386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4314 AT ELEMENT 50505, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4285 AT ELEMENT 48528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4256 AT ELEMENT 59354, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4249 AT ELEMENT 45768, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4190 AT ELEMENT 36616, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4140 AT ELEMENT 30941, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4100 AT ELEMENT 15994, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4085 AT ELEMENT 59139, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4045 AT ELEMENT 24315, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4029 AT ELEMENT 12062, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.4022 AT ELEMENT 48534, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3996 AT ELEMENT 41939, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3995 AT ELEMENT 59571, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3984 AT ELEMENT 32400, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3982 AT ELEMENT 22966, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3959 AT ELEMENT 6718, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3957 AT ELEMENT 4660, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3942 AT ELEMENT 53483, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3930 AT ELEMENT 30568, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3908 AT ELEMENT 42829, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3876 AT ELEMENT 6846, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3863 AT ELEMENT 56755, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3836 AT ELEMENT 55005, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3833 AT ELEMENT 6858, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3805 AT ELEMENT 38468, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3799 AT ELEMENT 19277, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3790 AT ELEMENT 53482, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3784 AT ELEMENT 21901, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3757 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3735 AT ELEMENT 6018, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3729 AT ELEMENT 51475, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3716 AT ELEMENT 50281, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3704 AT ELEMENT 50413, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3682 AT ELEMENT 16737, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3641 AT ELEMENT 42716, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3636 AT ELEMENT 59416, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3598 AT ELEMENT 49391, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3585 AT ELEMENT 4863, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3544 AT ELEMENT 4515, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3531 AT ELEMENT 36494, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3504 AT ELEMENT 59462, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3477 AT ELEMENT 7197, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3462 AT ELEMENT 59471, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3434 AT ELEMENT 25251, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3430 AT ELEMENT 29363, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3399 AT ELEMENT 27864, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3385 AT ELEMENT 20295, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3369 AT ELEMENT 4647, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3352 AT ELEMENT 524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3351 AT ELEMENT 9464, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3350 AT ELEMENT 3776, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3347 AT ELEMENT 20298, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3337 AT ELEMENT 19307, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3336 AT ELEMENT 25526, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3316 AT ELEMENT 4571, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3315 AT ELEMENT 50614, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3298 AT ELEMENT 22411, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3292 AT ELEMENT 16734, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3270 AT ELEMENT 20813, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3265 AT ELEMENT 59268, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3253 AT ELEMENT 49375, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3229 AT ELEMENT 21391, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3221 AT ELEMENT 6856, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3207 AT ELEMENT 43910, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3190 AT ELEMENT 22993, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3185 AT ELEMENT 47323, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3172 AT ELEMENT 18191, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3167 AT ELEMENT 21371, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3139 AT ELEMENT 38853, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3135 AT ELEMENT 2740, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3130 AT ELEMENT 16740, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3120 AT ELEMENT 16735, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3079 AT ELEMENT 55008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3069 AT ELEMENT 16743, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3058 AT ELEMENT 55524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3034 AT ELEMENT 16673, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.3008 AT ELEMENT 37763, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2955 AT ELEMENT 40451, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2952 AT ELEMENT 50414, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2945 AT ELEMENT 45449, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2931 AT ELEMENT 3649, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2823 AT ELEMENT 50041, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2810 AT ELEMENT 57929, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2784 AT ELEMENT 59155, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2780 AT ELEMENT 50168, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2753 AT ELEMENT 44881, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2736 AT ELEMENT 1330, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2722 AT ELEMENT 49477, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2706 AT ELEMENT 43909, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2704 AT ELEMENT 59593, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2655 AT ELEMENT 45337, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2637 AT ELEMENT 55034, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2624 AT ELEMENT 284, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2621 AT ELEMENT 7880, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2606 AT ELEMENT 52269, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2592 AT ELEMENT 282, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2591 AT ELEMENT 19349, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2589 AT ELEMENT 34329, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2571 AT ELEMENT 16733, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2556 AT ELEMENT 45444, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2548 AT ELEMENT 17728, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2524 AT ELEMENT 59156, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2515 AT ELEMENT 50983, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2509 AT ELEMENT 16963, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2483 AT ELEMENT 41447, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2462 AT ELEMENT 49468, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2457 AT ELEMENT 54186, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2449 AT ELEMENT 46097, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2441 AT ELEMENT 4579, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2436 AT ELEMENT 41962, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2404 AT ELEMENT 35134, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2368 AT ELEMENT 1950, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2343 AT ELEMENT 57930, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2331 AT ELEMENT 59244, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2326 AT ELEMENT 48067, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2287 AT ELEMENT 47462, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2275 AT ELEMENT 2940, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2223 AT ELEMENT 1334, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2217 AT ELEMENT 29712, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2190 AT ELEMENT 45868, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2148 AT ELEMENT 48531, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2146 AT ELEMENT 30092, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2133 AT ELEMENT 50046, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2127 AT ELEMENT 42326, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2114 AT ELEMENT 59179, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2099 AT ELEMENT 4084, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2098 AT ELEMENT 57528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2036 AT ELEMENT 30087, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2030 AT ELEMENT 15992, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2024 AT ELEMENT 4774, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2017 AT ELEMENT 44225, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2010 AT ELEMENT 35135, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1986 AT ELEMENT 53396, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1984 AT ELEMENT 1980, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1944 AT ELEMENT 29378, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1924 AT ELEMENT 25227, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1924 AT ELEMENT 59490, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1911 AT ELEMENT 6516, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1902 AT ELEMENT 59559, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1886 AT ELEMENT 55007, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1870 AT ELEMENT 19138, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1858 AT ELEMENT 6568, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1825 AT ELEMENT 32245, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1795 AT ELEMENT 25234, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1789 AT ELEMENT 51603, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1785 AT ELEMENT 35946, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1777 AT ELEMENT 44624, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1776 AT ELEMENT 6880, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1767 AT ELEMENT 50551, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1754 AT ELEMENT 6090, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1716 AT ELEMENT 56138, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1694 AT ELEMENT 30090, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1682 AT ELEMENT 20605, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1674 AT ELEMENT 20275, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1662 AT ELEMENT 8926, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1656 AT ELEMENT 42826, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1654 AT ELEMENT 30110, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1653 AT ELEMENT 19205, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1639 AT ELEMENT 16677, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1618 AT ELEMENT 59458, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1593 AT ELEMENT 5253, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1576 AT ELEMENT 30093, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1573 AT ELEMENT 59338, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1564 AT ELEMENT 21896, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1561 AT ELEMENT 49394, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1550 AT ELEMENT 17850, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1547 AT ELEMENT 57932, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1541 AT ELEMENT 39827, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1533 AT ELEMENT 45332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1514 AT ELEMENT 52305, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1514 AT ELEMENT 59481, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1510 AT ELEMENT 9123, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1483 AT ELEMENT 50957, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1480 AT ELEMENT 25204, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1479 AT ELEMENT 9489, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1472 AT ELEMENT 45446, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1470 AT ELEMENT 50507, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1465 AT ELEMENT 7659, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1459 AT ELEMENT 47325, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1456 AT ELEMENT 4330, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1455 AT ELEMENT 59472, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1443 AT ELEMENT 8384, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1432 AT ELEMENT 51526, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1431 AT ELEMENT 26, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1428 AT ELEMENT 34158, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1425 AT ELEMENT 50506, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1361 AT ELEMENT 50286, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1360 AT ELEMENT 25222, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1358 AT ELEMENT 32407, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1343 AT ELEMENT 45155, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1333 AT ELEMENT 2340, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1332 AT ELEMENT 51601, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1321 AT ELEMENT 5129, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1300 AT ELEMENT 45441, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1295 AT ELEMENT 7780, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1287 AT ELEMENT 17853, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1274 AT ELEMENT 59572, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1269 AT ELEMENT 7820, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1268 AT ELEMENT 297, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1263 AT ELEMENT 4341, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1235 AT ELEMENT 6035, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1230 AT ELEMENT 49200, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1221 AT ELEMENT 4016, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1216 AT ELEMENT 59372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1213 AT ELEMENT 223, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1210 AT ELEMENT 44939, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1195 AT ELEMENT 59486, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1177 AT ELEMENT 16383, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1176 AT ELEMENT 35156, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1175 AT ELEMENT 37768, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1173 AT ELEMENT 55520, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1152 AT ELEMENT 12, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1150 AT ELEMENT 16679, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1146 AT ELEMENT 4204, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1127 AT ELEMENT 19201, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1113 AT ELEMENT 8315, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1110 AT ELEMENT 45148, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1095 AT ELEMENT 45211, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1080 AT ELEMENT 59264, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1076 AT ELEMENT 59144, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1073 AT ELEMENT 50083, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1069 AT ELEMENT 4651, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1067 AT ELEMENT 4475, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1066 AT ELEMENT 47206, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1052 AT ELEMENT 59589, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1049 AT ELEMENT 432, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1026 AT ELEMENT 18138, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1024 AT ELEMENT 57465, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1018 AT ELEMENT 32387, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1015 AT ELEMENT 4598, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1012 AT ELEMENT 36498, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1010 AT ELEMENT 59260, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0986 AT ELEMENT 42327, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0979 AT ELEMENT 16902, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0978 AT ELEMENT 16675, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0976 AT ELEMENT 27870, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0972 AT ELEMENT 53401, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0961 AT ELEMENT 49843, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0951 AT ELEMENT 35231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0941 AT ELEMENT 23539, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0924 AT ELEMENT 56756, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0907 AT ELEMENT 34319, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0903 AT ELEMENT 35288, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0899 AT ELEMENT 24328, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0878 AT ELEMENT 59503, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0868 AT ELEMENT 59229, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0863 AT ELEMENT 47585, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0859 AT ELEMENT 50985, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0853 AT ELEMENT 50048, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0848 AT ELEMENT 47202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0833 AT ELEMENT 4306, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0811 AT ELEMENT 44261, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0810 AT ELEMENT 8262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0791 AT ELEMENT 32110, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0775 AT ELEMENT 50512, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0772 AT ELEMENT 17222, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0754 AT ELEMENT 25230, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0735 AT ELEMENT 24323, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0733 AT ELEMENT 51735, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0726 AT ELEMENT 46103, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0726 AT ELEMENT 50042, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0715 AT ELEMENT 46701, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0712 AT ELEMENT 29376, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0710 AT ELEMENT 30077, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0709 AT ELEMENT 4618, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0697 AT ELEMENT 34322, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0691 AT ELEMENT 35198, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0684 AT ELEMENT 5547, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0678 AT ELEMENT 1172, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0673 AT ELEMENT 16687, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0670 AT ELEMENT 27866, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0662 AT ELEMENT 37762, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0651 AT ELEMENT 16286, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0641 AT ELEMENT 5603, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0636 AT ELEMENT 44679, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0635 AT ELEMENT 49330, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0631 AT ELEMENT 44619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0610 AT ELEMENT 59192, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0607 AT ELEMENT 48532, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0600 AT ELEMENT 3289, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0597 AT ELEMENT 26540, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0584 AT ELEMENT 59358, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0562 AT ELEMENT 45448, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0561 AT ELEMENT 44678, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0559 AT ELEMENT 710, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0552 AT ELEMENT 41963, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0551 AT ELEMENT 9809, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0536 AT ELEMENT 55030, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0535 AT ELEMENT 45992, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0523 AT ELEMENT 46095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0499 AT ELEMENT 5217, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0493 AT ELEMENT 30578, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0469 AT ELEMENT 49909, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0466 AT ELEMENT 29375, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0465 AT ELEMENT 3555, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0437 AT ELEMENT 16680, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0436 AT ELEMENT 49676, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0434 AT ELEMENT 44616, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0420 AT ELEMENT 16736, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0418 AT ELEMENT 55015, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0417 AT ELEMENT 16802, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0413 AT ELEMENT 1945, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0360 AT ELEMENT 16716, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0345 AT ELEMENT 25209, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0342 AT ELEMENT 19575, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0331 AT ELEMENT 4002, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0321 AT ELEMENT 9548, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0320 AT ELEMENT 4033, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0316 AT ELEMENT 7779, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0312 AT ELEMENT 41967, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0307 AT ELEMENT 29379, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0303 AT ELEMENT 49207, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0303 AT ELEMENT 35206, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0299 AT ELEMENT 49808, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0297 AT ELEMENT 30103, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0287 AT ELEMENT 49845, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0262 AT ELEMENT 16741, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0255 AT ELEMENT 31637, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0255 AT ELEMENT 49844, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0245 AT ELEMENT 51088, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0239 AT ELEMENT 51687, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0236 AT ELEMENT 1956, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0233 AT ELEMENT 2890, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0228 AT ELEMENT 22449, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0220 AT ELEMENT 45993, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0214 AT ELEMENT 40453, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0203 AT ELEMENT 49205, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0195 AT ELEMENT 16318, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0178 AT ELEMENT 5423, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0174 AT ELEMENT 16672, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0173 AT ELEMENT 49476, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0172 AT ELEMENT 51311, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0172 AT ELEMENT 15030, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0170 AT ELEMENT 35124, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0169 AT ELEMENT 4244, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0156 AT ELEMENT 19266, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0148 AT ELEMENT 7556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0143 AT ELEMENT 59146, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0126 AT ELEMENT 19328, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0123 AT ELEMENT 55029, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0116 AT ELEMENT 7770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0114 AT ELEMENT 5506, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0113 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0106 AT ELEMENT 4259, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0103 AT ELEMENT 6092, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0100 AT ELEMENT 33618, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 114 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 36 POINTS CHANGED FROM OPEN TO CLOSED 34 POINTS CHANGED FROM CLOSED TO OPEN 44 POINTS CHANGED FROM STICKING TO SLIPPING INCREMENT 1 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.254 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 66 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 66 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 30.9704E-03 AT NODE FINAL-1.56751 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 199.310E-03 AT NODE FINAL-1.56751 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 6.973E-06 TIME AVG. FORCE 6.973E-06 LARGEST RESIDUAL FORCE 2.192E-03 AT NODE 45260 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 4.938E-04 TIME AVG. MOMENT 4.938E-04 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 5.531E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 5.531E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.65E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.600 ELAPSED WALLCLOCK TIME (SEC) = 35 34 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 34 POINTS CHANGED FROM CLOSED TO OPEN CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 2 MAX. PENETRATION ERROR 21.3510E-06 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -267.504E-03 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 6.627E-05 TIME AVG. FORCE 6.627E-05 LARGEST RESIDUAL FORCE 0.201 AT NODE 56739 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.846E-02 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 2.584E-02 TIME AVG. MOMENT 2.584E-02 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -4.961E-38 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -4.961E-38 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 33 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 5.87260E-06 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 31.1313E-06 AT NODE FINAL-1.2322 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.027E-04 TIME AVG. FORCE 1.027E-04 LARGEST RESIDUAL FORCE -3.802E-03 AT NODE 61340 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.484E-02 AT NODE 424 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 8.574E-03 TIME AVG. MOMENT 8.574E-03 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -2.690E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 5.105E-38 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -518.600E-09 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -3.33472E-06 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.028E-04 TIME AVG. FORCE 1.028E-04 LARGEST RESIDUAL FORCE 2.981E-05 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -6.439E-04 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 8.574E-03 TIME AVG. MOMENT 8.574E-03 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -2.611E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 1.291E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 33 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 7.13088E-09 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 22.9314E-09 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.028E-04 TIME AVG. FORCE 1.028E-04 LARGEST RESIDUAL FORCE -6.336E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -5.608E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 8.573E-03 TIME AVG. MOMENT 8.573E-03 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -2.611E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 1.978E-40 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR 183.258E-12 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 589.320E-12 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.028E-04 TIME AVG. FORCE 1.028E-04 LARGEST RESIDUAL FORCE 6.950E-09 AT NODE 45328 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.304E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 8.573E-03 TIME AVG. MOMENT 8.573E-03 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -2.611E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 5.243E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 6 TOTAL ITERATIONS, OF WHICH 2 ARE SEVERE DISCONTINUITY ITERATIONS AND 4 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.254 , FRACTION OF STEP COMPLETED 8.454E-04 STEP TIME COMPLETED 0.254 , TOTAL TIME COMPLETED 0.254 INCREMENT 2 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.254 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 33 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 2.03549E-03 AT NODE FINAL-1.74 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 6.53122E-03 AT NODE FINAL-1.74 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 5.450E-04 TIME AVG. FORCE 3.239E-04 LARGEST RESIDUAL FORCE 6.568E-04 AT NODE 61340 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -3.829E-03 AT NODE 2532 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.416 TIME AVG. MOMENT 0.212 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -6.092E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -3.481E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -144.981E-09 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -840.473E-09 AT NODE FINAL-1.61785 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 5.460E-04 TIME AVG. FORCE 3.244E-04 LARGEST RESIDUAL FORCE -1.023E-04 AT NODE 61785 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.029E-03 AT NODE 58651 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.420 TIME AVG. MOMENT 0.214 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -5.466E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 6.267E-39 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.500 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -19.4691E-09 AT NODE FINAL-1.74 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -62.4675E-09 AT NODE FINAL-1.74 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 5.460E-04 TIME AVG. FORCE 3.244E-04 LARGEST RESIDUAL FORCE -6.068E-07 AT NODE 61785 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.235E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.037E-05 AT NODE 72161 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.416 TIME AVG. MOMENT 0.212 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -5.463E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 4.509E-39 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 0.380 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.254 , FRACTION OF STEP COMPLETED 1.691E-03 STEP TIME COMPLETED 0.507 , TOTAL TIME COMPLETED 0.507 INCREMENT 3 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.380 ***NOTE: THE FRACTURE CRITERION f=1.2076 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2063 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2003 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1764 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1677 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1652 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1619 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1298 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1174 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1125 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0998 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0593 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.2096 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2083 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.2023 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1774 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1687 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1671 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1628 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1306 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1181 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1132 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1007 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0601 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 3 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.315 ***NOTE: THE FRACTURE CRITERION f=1.1135 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1123 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1068 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0845 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0766 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0744 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0711 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0416 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0301 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0256 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0139 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 33 ***NOTE: THE FRACTURE CRITERION f=1.1150 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1138 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1082 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0853 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0773 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0758 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0719 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0422 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0307 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0262 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0146 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 3 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 0.141 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 78.0491E-09 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 384.658E-09 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 7.273E-04 TIME AVG. FORCE 4.587E-04 LARGEST RESIDUAL FORCE -2.574E-05 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.355E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.004E-04 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.560 TIME AVG. MOMENT 0.328 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -7.222E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -4.184E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -890.482E-12 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -2.85965E-09 AT NODE FINAL-1.61337 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 7.273E-04 TIME AVG. FORCE 4.587E-04 LARGEST RESIDUAL FORCE 1.197E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.355E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.289E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.560 TIME AVG. MOMENT 0.328 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -7.222E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.655E-40 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 0.212 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.141 , FRACTION OF STEP COMPLETED 2.161E-03 STEP TIME COMPLETED 0.648 , TOTAL TIME COMPLETED 0.648 INCREMENT 4 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.212 ***NOTE: THE FRACTURE CRITERION f=1.1692 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1680 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1621 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1384 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1300 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1281 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1244 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0933 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0812 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0765 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0643 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0251 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.1697 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1685 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1626 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1386 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1302 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1286 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1245 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0934 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0813 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0766 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0645 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0252 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 4 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.181 ***NOTE: THE FRACTURE CRITERION f=1.1252 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1241 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1184 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0956 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0875 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0857 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0821 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0521 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0405 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0359 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0243 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.1256 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1245 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1188 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0958 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0877 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0861 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0822 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0523 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0406 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0360 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0244 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 4 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 8.034E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 20.8352E-09 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 101.438E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 8.338E-04 TIME AVG. FORCE 5.525E-04 LARGEST RESIDUAL FORCE 7.604E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.342E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 5.281E-05 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.625 TIME AVG. MOMENT 0.402 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.227E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -4.113E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 202.143E-12 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.29707E-09 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 8.338E-04 TIME AVG. FORCE 5.525E-04 LARGEST RESIDUAL FORCE 4.443E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.342E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.411E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.625 TIME AVG. MOMENT 0.402 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.227E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -3.221E-41 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 0.121 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 8.034E-02, FRACTION OF STEP COMPLETED 2.429E-03 STEP TIME COMPLETED 0.729 , TOTAL TIME COMPLETED 0.729 INCREMENT 5 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.121 ***NOTE: THE FRACTURE CRITERION f=1.1542 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1530 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1472 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1237 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1154 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1136 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1098 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0791 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0671 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0625 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0505 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0118 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.1543 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1531 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1473 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1237 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1154 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1138 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1098 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0791 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0672 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0625 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0505 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0118 AT ELEMENT 59457, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 5 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.104 ***NOTE: THE FRACTURE CRITERION f=1.1311 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1299 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1242 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1011 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0930 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0914 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0875 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0574 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0458 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0412 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0295 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 33 ***NOTE: THE FRACTURE CRITERION f=1.1312 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1300 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1244 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.1012 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0931 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0915 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0876 AT ELEMENT 59262, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0575 AT ELEMENT 59154, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0458 AT ELEMENT 59202, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0412 AT ELEMENT 59389, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0295 AT ELEMENT 59491, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 5 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 4.615E-02 ***NOTE: THE FRACTURE CRITERION f=1.0475 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0465 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0412 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0198 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0122 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0108 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0476 AT ELEMENT 6524, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0465 AT ELEMENT 2765, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0412 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0198 AT ELEMENT 59263, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0123 AT ELEMENT 59487, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0108 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 5 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 1.468E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 33 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 1.42343E-09 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 7.11316E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 8.630E-04 TIME AVG. FORCE 6.146E-04 LARGEST RESIDUAL FORCE 5.717E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.452E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.806E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.645 TIME AVG. MOMENT 0.451 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.410E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -6.907E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.202E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.468E-02, FRACTION OF STEP COMPLETED 2.478E-03 STEP TIME COMPLETED 0.743 , TOTAL TIME COMPLETED 0.743 INCREMENT 6 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.202E-02 ***NOTE: THE FRACTURE CRITERION f=1.0278 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0258 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 6 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 2.147E-02 ***NOTE: THE FRACTURE CRITERION f=1.0270 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 33 ***NOTE: THE FRACTURE CRITERION f=1.0250 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 6 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 1.047E-02 ***NOTE: THE FRACTURE CRITERION f=1.0113 AT ELEMENT 4612, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 33 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 270.878E-12 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.42621E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 8.827E-04 TIME AVG. FORCE 6.592E-04 LARGEST RESIDUAL FORCE -6.929E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.749E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.702E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.655 TIME AVG. MOMENT 0.485 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.542E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -2.543E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 3.66872E-12 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 23.5379E-12 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 8.827E-04 TIME AVG. FORCE 6.592E-04 LARGEST RESIDUAL FORCE 7.549E-09 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.749E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.619E-08 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.655 TIME AVG. MOMENT 0.485 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.542E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -6.518E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.571E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.047E-02, FRACTION OF STEP COMPLETED 2.513E-03 STEP TIME COMPLETED 0.754 , TOTAL TIME COMPLETED 0.754 INCREMENT 7 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.571E-02 ***NOTE: THE FRACTURE CRITERION f=1.0235 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0117 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 7 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 1.553E-02 ***NOTE: THE FRACTURE CRITERION f=1.0231 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 33 ***NOTE: THE FRACTURE CRITERION f=1.0115 AT ELEMENT 9386, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 7 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 7.676E-03 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 33 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 140.585E-12 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 647.460E-12 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 8.967E-04 TIME AVG. FORCE 6.932E-04 LARGEST RESIDUAL FORCE -8.734E-07 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.282E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.949E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.663 TIME AVG. MOMENT 0.510 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.638E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -2.378E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 1.151E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 7.676E-03, FRACTION OF STEP COMPLETED 2.538E-03 STEP TIME COMPLETED 0.761 , TOTAL TIME COMPLETED 0.761 INCREMENT 8 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.151E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.700 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 225.381E-12 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.11814E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 9.136E-04 TIME AVG. FORCE 7.207E-04 LARGEST RESIDUAL FORCE -4.875E-06 AT NODE 25146 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.923E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.260E-06 AT NODE 25146 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.667 TIME AVG. MOMENT 0.530 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.782E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 4.175E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 2.55832E-12 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 16.4123E-12 AT NODE FINAL-1.61340 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 9.136E-04 TIME AVG. FORCE 7.207E-04 LARGEST RESIDUAL FORCE 5.429E-09 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.923E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.713E-08 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.667 TIME AVG. MOMENT 0.530 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.782E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -3.965E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.727E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.151E-02, FRACTION OF STEP COMPLETED 2.577E-03 STEP TIME COMPLETED 0.773 , TOTAL TIME COMPLETED 0.773 INCREMENT 9 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.727E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.600 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 489.933E-12 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 2.40511E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 9.361E-04 TIME AVG. FORCE 7.447E-04 LARGEST RESIDUAL FORCE -1.530E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.884E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -3.334E-06 AT NODE 25146 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.683 TIME AVG. MOMENT 0.547 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -8.998E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 4.175E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.591E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.727E-02, FRACTION OF STEP COMPLETED 2.634E-03 STEP TIME COMPLETED 0.790 , TOTAL TIME COMPLETED 0.790 INCREMENT 10 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.591E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 1.08531E-09 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 5.28597E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 9.677E-04 TIME AVG. FORCE 7.670E-04 LARGEST RESIDUAL FORCE 4.757E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.326E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.822E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.708 TIME AVG. MOMENT 0.563 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -9.323E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 4.174E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 3.886E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.591E-02, FRACTION OF STEP COMPLETED 2.720E-03 STEP TIME COMPLETED 0.816 , TOTAL TIME COMPLETED 0.816 INCREMENT 11 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.886E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 2.35723E-09 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 11.2117E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.013E-03 TIME AVG. FORCE 7.894E-04 LARGEST RESIDUAL FORCE 1.068E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 6.490E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 6.128E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.752 TIME AVG. MOMENT 0.580 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -9.810E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 4.174E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 5.829E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.886E-02, FRACTION OF STEP COMPLETED 2.850E-03 STEP TIME COMPLETED 0.855 , TOTAL TIME COMPLETED 0.855 INCREMENT 12 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 5.829E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 5.02782E-09 AT NODE FINAL-1.45328 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 23.1176E-09 AT NODE FINAL-1.49955 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.081E-03 TIME AVG. FORCE 8.136E-04 LARGEST RESIDUAL FORCE 2.430E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.734E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.318E-05 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.800 TIME AVG. MOMENT 0.599 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.054E-37 AT NODE 1 DOF 4 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 4.174E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 8.743E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 5.829E-02, FRACTION OF STEP COMPLETED 3.044E-03 STEP TIME COMPLETED 0.913 , TOTAL TIME COMPLETED 0.913 INCREMENT 13 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 8.743E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 76.9235E-06 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 246.814E-06 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.180E-03 TIME AVG. FORCE 8.418E-04 LARGEST RESIDUAL FORCE 5.543E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.460E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.780E-05 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.884 TIME AVG. MOMENT 0.621 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.169E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.173E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 13.0158E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 41.7621E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.180E-03 TIME AVG. FORCE 8.418E-04 LARGEST RESIDUAL FORCE 1.968E-05 AT NODE 45260 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.460E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 8.568E-05 AT NODE 425 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.859 TIME AVG. MOMENT 0.619 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.172E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 3.299E-39 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -11.1029E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -35.6245E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.180E-03 TIME AVG. FORCE 8.418E-04 LARGEST RESIDUAL FORCE 4.983E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.460E-02 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.752E-06 AT NODE 45328 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.859 TIME AVG. MOMENT 0.619 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.172E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -6.983E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 0.131 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 8.743E-02, FRACTION OF STEP COMPLETED 3.336E-03 STEP TIME COMPLETED 1.00 , TOTAL TIME COMPLETED 1.00 INCREMENT 14 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.131 ***NOTE: THE FRACTURE CRITERION f=1.0540 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0355 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0248 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0228 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0544 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0359 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0251 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0232 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 3 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 3 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 14 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.124 ***NOTE: THE FRACTURE CRITERION f=1.0475 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0291 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0184 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0164 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0478 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0295 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0188 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0168 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 3 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 3 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 14 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 5.935E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 3 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 3 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 879.553E-06 AT NODE FINAL-1.61788 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 2.81791E-03 AT NODE FINAL-1.61788 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.249E-03 TIME AVG. FORCE 8.709E-04 LARGEST RESIDUAL FORCE 2.311E-04 AT NODE 45260 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.912E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.010E-03 AT NODE 425 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.906 TIME AVG. MOMENT 0.639 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.318E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 5.635E-38 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -402.926E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -1.29262E-06 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.249E-03 TIME AVG. FORCE 8.709E-04 LARGEST RESIDUAL FORCE -1.546E-04 AT NODE 61340 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.912E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -8.241E-04 AT NODE 61788 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.858 TIME AVG. MOMENT 0.636 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.403E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.372E-38 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.800 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.800 ELAPSED WALLCLOCK TIME (SEC) = 33 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -71.4135E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -229.087E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.249E-03 TIME AVG. FORCE 8.709E-04 LARGEST RESIDUAL FORCE 4.084E-06 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.912E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.102E-05 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.866 TIME AVG. MOMENT 0.636 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.397E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.532E-39 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 8.903E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 5.935E-02, FRACTION OF STEP COMPLETED 3.534E-03 STEP TIME COMPLETED 1.06 , TOTAL TIME COMPLETED 1.06 INCREMENT 15 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 8.903E-02 ***NOTE: THE FRACTURE CRITERION f=1.0721 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0533 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0423 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0403 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.700 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.800 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0723 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0535 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0425 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0405 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 15 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 8.303E-02 ***NOTE: THE FRACTURE CRITERION f=1.0662 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0475 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0366 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0346 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0664 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0477 AT ELEMENT 1770, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0368 AT ELEMENT 9493, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0348 AT ELEMENT 8162, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 15 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 3.893E-02 ***NOTE: THE FRACTURE CRITERION f=1.0231 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.500 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0231 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 15 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 1.268E-02 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -12.7013E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -40.7429E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.268E-03 TIME AVG. FORCE 8.974E-04 LARGEST RESIDUAL FORCE -2.170E-05 AT NODE 61340 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.118E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 8.689E-05 AT NODE 529 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.862 TIME AVG. MOMENT 0.651 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.449E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.151E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -11.7429E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -37.6687E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.268E-03 TIME AVG. FORCE 8.974E-04 LARGEST RESIDUAL FORCE 5.559E-07 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.118E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.903E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.862 TIME AVG. MOMENT 0.651 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.449E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -7.985E-41 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.903E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.268E-02, FRACTION OF STEP COMPLETED 3.576E-03 STEP TIME COMPLETED 1.07 , TOTAL TIME COMPLETED 1.07 INCREMENT 16 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.903E-02 ***NOTE: THE FRACTURE CRITERION f=1.0160 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.300 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0160 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 16 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 1.872E-02 ***NOTE: THE FRACTURE CRITERION f=1.0158 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 ***NOTE: THE FRACTURE CRITERION f=1.0158 AT ELEMENT 4240, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 16 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 9.217E-03 NUMBER OF EQUATIONS = 261435 NUMBER OF FLOATING PT. OPERATIONS = 6.47E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -855.105E-12 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -2.74309E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.282E-03 TIME AVG. FORCE 9.215E-04 LARGEST RESIDUAL FORCE 1.975E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.539E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 7.616E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.871 TIME AVG. MOMENT 0.665 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.486E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -4.334E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 1.383E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 9.217E-03, FRACTION OF STEP COMPLETED 3.607E-03 STEP TIME COMPLETED 1.08 , TOTAL TIME COMPLETED 1.08 INCREMENT 17 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.383E-02 NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. NEGATIVE EIGENVALUES MEAN THAT THE SYSTEM MATRIX IS NOT POSITIVE DEFINITE: FOR EXAMPLE, A BIFURCATION (BUCKLING) LOAD MAY HAVE BEEN EXCEEDED. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -1.27692E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -4.09606E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.301E-03 TIME AVG. FORCE 9.438E-04 LARGEST RESIDUAL FORCE 5.451E-03 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.770E-05 AT NODE 18 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.883 TIME AVG. MOMENT 0.678 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.542E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 6.872E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.100 ELAPSED WALLCLOCK TIME (SEC) = 34 ***WARNING: THE SYSTEM MATRIX HAS 1 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 52.1183E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 167.173E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.301E-03 TIME AVG. FORCE 9.438E-04 LARGEST RESIDUAL FORCE 2.168E-03 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 7.551E-07 AT NODE 16533 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.883 TIME AVG. MOMENT 0.678 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.542E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -4.556E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 4.68831E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 15.0380E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.301E-03 TIME AVG. FORCE 9.438E-04 LARGEST RESIDUAL FORCE 5.896E-03 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 6.571E-06 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.883 TIME AVG. MOMENT 0.678 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.542E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -6.654E-44 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.100 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR 1.09795E-12 AT NODE FINAL-1.61788 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 3.51721E-12 AT NODE FINAL-1.61788 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.301E-03 TIME AVG. FORCE 9.438E-04 LARGEST RESIDUAL FORCE 2.226E-05 AT NODE 16532 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.736E-05 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.883 TIME AVG. MOMENT 0.678 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.542E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.475E-44 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 33.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 33.900 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 5 MAX. PENETRATION ERROR -420.034E-15 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -1.34738E-12 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.301E-03 TIME AVG. FORCE 9.438E-04 LARGEST RESIDUAL FORCE 1.601E-07 AT NODE 17788 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.425E-07 AT NODE 18 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.883 TIME AVG. MOMENT 0.678 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.542E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -4.800E-45 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 5 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 5 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.383E-02, FRACTION OF STEP COMPLETED 3.653E-03 STEP TIME COMPLETED 1.10 , TOTAL TIME COMPLETED 1.10 INCREMENT 18 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.383E-02 NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.100 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -1.36514E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -4.37891E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.320E-03 TIME AVG. FORCE 9.647E-04 LARGEST RESIDUAL FORCE -6.768E-05 AT NODE 17788 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.974E-05 AT NODE 18 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.896 TIME AVG. MOMENT 0.690 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.597E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.530E-39 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261453 NUMBER OF FLOATING PT. OPERATIONS = 6.48E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 50.6933E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 162.595E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.320E-03 TIME AVG. FORCE 9.647E-04 LARGEST RESIDUAL FORCE -7.723E-07 AT NODE 17788 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -4.757E-07 AT NODE 18 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.896 TIME AVG. MOMENT 0.690 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.597E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -3.548E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.383E-02, FRACTION OF STEP COMPLETED 3.699E-03 STEP TIME COMPLETED 1.11 , TOTAL TIME COMPLETED 1.11 INCREMENT 19 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.383E-02 NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.100 ELAPSED WALLCLOCK TIME (SEC) = 34 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -1.32844E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -4.26102E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.338E-03 TIME AVG. FORCE 9.844E-04 LARGEST RESIDUAL FORCE -2.992E-04 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.520E-05 AT NODE 51 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.908 TIME AVG. MOMENT 0.701 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.652E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.479E-39 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.200 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 42.7654E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 137.161E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.338E-03 TIME AVG. FORCE 9.844E-04 LARGEST RESIDUAL FORCE 1.698E-03 AT NODE 22834 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.624E-06 AT NODE 22834 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.908 TIME AVG. MOMENT 0.701 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.652E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -3.081E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 6.68276E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 21.4336E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.338E-03 TIME AVG. FORCE 9.844E-04 LARGEST RESIDUAL FORCE -4.365E-06 AT NODE 22834 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.309E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 4.574E-06 AT NODE 22834 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.908 TIME AVG. MOMENT 0.701 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.652E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -8.466E-44 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 2.074E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 3 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.383E-02, FRACTION OF STEP COMPLETED 3.745E-03 STEP TIME COMPLETED 1.12 , TOTAL TIME COMPLETED 1.12 INCREMENT 20 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.074E-02 NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.000 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -2.07450E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -6.65367E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.364E-03 TIME AVG. FORCE 1.003E-03 LARGEST RESIDUAL FORCE -1.076E-04 AT NODE 24857 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.463E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -3.318E-05 AT NODE 22834 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.927 TIME AVG. MOMENT 0.713 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.733E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.448E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 90.9804E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 291.783E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.364E-03 TIME AVG. FORCE 1.003E-03 LARGEST RESIDUAL FORCE 1.389E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.463E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -6.979E-07 AT NODE 51 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.927 TIME AVG. MOMENT 0.713 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.733E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.427E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 3.111E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.074E-02, FRACTION OF STEP COMPLETED 3.814E-03 STEP TIME COMPLETED 1.14 , TOTAL TIME COMPLETED 1.14 INCREMENT 21 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.111E-02 NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.500 ELAPSED WALLCLOCK TIME (SEC) = 34 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -3.78685E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -12.1448E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.401E-03 TIME AVG. FORCE 1.022E-03 LARGEST RESIDUAL FORCE -1.062E-06 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.195E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 4.903E-06 AT NODE 529 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.955 TIME AVG. MOMENT 0.724 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.853E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.469E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 4.666E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.111E-02, FRACTION OF STEP COMPLETED 3.918E-03 STEP TIME COMPLETED 1.18 , TOTAL TIME COMPLETED 1.18 INCREMENT 22 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.666E-02 NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.50E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.500 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.500 ELAPSED WALLCLOCK TIME (SEC) = 35 38 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 38 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 930.509E-06 AT NODE FINAL-1.58652 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 5.96529E-03 AT NODE FINAL-1.58652 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.455E-03 TIME AVG. FORCE 1.042E-03 LARGEST RESIDUAL FORCE -4.128E-05 AT NODE 58652 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.792E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.087E-05 AT NODE 529 DOF 3 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.746 TIME AVG. MOMENT 0.725 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -2.028E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.516E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.700 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.800 ELAPSED WALLCLOCK TIME (SEC) = 35 7 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 7 POINTS CHANGED FROM CLOSED TO OPEN CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 2 MAX. PENETRATION ERROR -565.341E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -7.16945E-03 AT NODE FINAL-1.2480 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 1.458E-03 TIME AVG. FORCE 1.042E-03 LARGEST RESIDUAL FORCE -4.121E-03 AT NODE 43553 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.792E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -7.509E-04 AT NODE 58652 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.570 TIME AVG. MOMENT 0.717 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.815E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.562E-38 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -156.002E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 965.493E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.459E-03 TIME AVG. FORCE 1.042E-03 LARGEST RESIDUAL FORCE -5.309E-05 AT NODE 60409 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.792E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.974E-04 AT NODE 2480 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.569 TIME AVG. MOMENT 0.717 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.805E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -8.580E-39 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.100 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -15.5448E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 72.7750E-09 AT NODE FINAL-1.58107 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.459E-03 TIME AVG. FORCE 1.042E-03 LARGEST RESIDUAL FORCE 7.801E-07 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.792E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -4.600E-06 AT NODE 60409 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.569 TIME AVG. MOMENT 0.717 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.805E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.418E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 6.999E-02 ITERATION SUMMARY FOR THE INCREMENT: 4 TOTAL ITERATIONS, OF WHICH 2 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.666E-02, FRACTION OF STEP COMPLETED 4.073E-03 STEP TIME COMPLETED 1.22 , TOTAL TIME COMPLETED 1.22 INCREMENT 23 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 6.999E-02 ***NOTE: THE FRACTURE CRITERION f=1.0464 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0102 AT ELEMENT 8885, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.900 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.000 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0524 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0161 AT ELEMENT 8885, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 25 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 25 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 23 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 6.651E-02 ***NOTE: THE FRACTURE CRITERION f=1.0433 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0490 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0128 AT ELEMENT 8885, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 24 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 24 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 23 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 3.170E-02 ***NOTE: THE FRACTURE CRITERION f=1.0121 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0148 AT ELEMENT 9132, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 18 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 18 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 23 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 1.041E-02 NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.57E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 9 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 9 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 100.788E-06 AT NODE FINAL-1.54264 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 646.208E-06 AT NODE FINAL-1.54264 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.475E-03 TIME AVG. FORCE 1.061E-03 LARGEST RESIDUAL FORCE -7.885E-05 AT NODE 60409 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.739E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.661E-04 AT NODE 1954 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.559 TIME AVG. MOMENT 0.710 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.771E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.368E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -41.5707E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -266.894E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.475E-03 TIME AVG. FORCE 1.061E-03 LARGEST RESIDUAL FORCE 2.064E-05 AT NODE 51681 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.739E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 8.608E-05 AT NODE 54264 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.505 TIME AVG. MOMENT 0.708 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.783E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.639E-39 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 2.40645E-09 AT NODE FINAL-1.54258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 15.4198E-09 AT NODE FINAL-1.54258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.475E-03 TIME AVG. FORCE 1.061E-03 LARGEST RESIDUAL FORCE 3.676E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.739E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.962E-06 AT NODE 51681 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.505 TIME AVG. MOMENT 0.708 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.783E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.562E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.562E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.041E-02, FRACTION OF STEP COMPLETED 4.108E-03 STEP TIME COMPLETED 1.23 , TOTAL TIME COMPLETED 1.23 INCREMENT 24 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.562E-02 NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 8 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 8 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 191.034E-06 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.22493E-03 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.498E-03 TIME AVG. FORCE 1.079E-03 LARGEST RESIDUAL FORCE 3.164E-05 AT NODE 49944 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.608E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.789E-04 AT NODE 2269 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.508 TIME AVG. MOMENT 0.700 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.767E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.075E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM CLOSED TO OPEN CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 2 MAX. PENETRATION ERROR 100.935E-09 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -1.46761E-03 AT NODE FINAL-1.43106 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE ESTIMATED CONTACT FORCE ERROR IS OUTSIDE OF CONVERGENCE TOLERANCES. AVERAGE FORCE 1.498E-03 TIME AVG. FORCE 1.079E-03 LARGEST RESIDUAL FORCE -8.590E-04 AT NODE 43106 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.608E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.530E-04 AT NODE 40281 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.471 TIME AVG. MOMENT 0.698 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.761E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -9.662E-39 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 21.2024E-09 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 135.904E-09 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.498E-03 TIME AVG. FORCE 1.079E-03 LARGEST RESIDUAL FORCE 5.736E-06 AT NODE 49955 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.608E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.975E-05 AT NODE 43106 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.471 TIME AVG. MOMENT 0.698 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.759E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -9.649E-40 AT NODE 1 DOF 6 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.800 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -2.46001E-09 AT NODE FINAL-1.49953 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 10.9068E-09 AT NODE FINAL-1.49963 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.498E-03 TIME AVG. FORCE 1.079E-03 LARGEST RESIDUAL FORCE 5.388E-08 AT NODE 49955 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.608E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 6.752E-07 AT NODE 1902 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.471 TIME AVG. MOMENT 0.698 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.759E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 6.474E-41 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 2.343E-02 ITERATION SUMMARY FOR THE INCREMENT: 4 TOTAL ITERATIONS, OF WHICH 2 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.562E-02, FRACTION OF STEP COMPLETED 4.160E-03 STEP TIME COMPLETED 1.25 , TOTAL TIME COMPLETED 1.25 INCREMENT 25 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.343E-02 ***NOTE: THE FRACTURE CRITERION f=1.0805 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0756 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 6 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 6 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 25 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 2.178E-02 ***NOTE: THE FRACTURE CRITERION f=1.0788 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 34.800 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0739 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 5 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 5 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 25 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 1.014E-02 ***NOTE: THE FRACTURE CRITERION f=1.0664 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0615 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. 3 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 3 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 71.6326E-06 AT NODE FINAL-1.2480 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 459.523E-06 AT NODE FINAL-1.2480 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.515E-03 TIME AVG. FORCE 1.097E-03 LARGEST RESIDUAL FORCE 9.291E-06 AT NODE 24857 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.694E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 8.146E-05 AT NODE 2270 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.469 TIME AVG. MOMENT 0.689 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.744E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -6.023E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0615 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 43.3861E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 278.527E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.515E-03 TIME AVG. FORCE 1.097E-03 LARGEST RESIDUAL FORCE -1.861E-05 AT NODE 60409 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.694E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 6.697E-05 AT NODE 2480 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.455 TIME AVG. MOMENT 0.688 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.742E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.594E-39 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261471 NUMBER OF FLOATING PT. OPERATIONS = 6.64E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.800 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 34.900 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0615 AT ELEMENT 7699, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -5.37117E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 29.1127E-09 AT NODE FINAL-1.58107 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.515E-03 TIME AVG. FORCE 1.097E-03 LARGEST RESIDUAL FORCE 1.921E-07 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.694E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.521E-06 AT NODE 60409 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.455 TIME AVG. MOMENT 0.688 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.742E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.123E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.521E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.014E-02, FRACTION OF STEP COMPLETED 4.194E-03 STEP TIME COMPLETED 1.26 , TOTAL TIME COMPLETED 1.26 INCREMENT 26 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.521E-02 NUMBER OF EQUATIONS = 261474 NUMBER OF FLOATING PT. OPERATIONS = 6.65E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 34.900 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.000 ELAPSED WALLCLOCK TIME (SEC) = 35 4 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 4 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 84.9751E-06 AT NODE FINAL-1.2165 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 544.597E-06 AT NODE FINAL-1.2165 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.537E-03 TIME AVG. FORCE 1.114E-03 LARGEST RESIDUAL FORCE -6.244E-04 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.541E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -8.115E-05 AT NODE 38722 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.460 TIME AVG. MOMENT 0.680 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.720E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.929E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261474 NUMBER OF FLOATING PT. OPERATIONS = 6.68E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 29.9715E-09 AT NODE FINAL-1.56739 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 192.049E-09 AT NODE FINAL-1.56739 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.537E-03 TIME AVG. FORCE 1.114E-03 LARGEST RESIDUAL FORCE 8.324E-06 AT NODE 49944 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.541E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 7.762E-05 AT NODE 2165 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.443 TIME AVG. MOMENT 0.679 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.725E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -3.994E-39 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261474 NUMBER OF FLOATING PT. OPERATIONS = 6.68E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 2.41462E-09 AT NODE FINAL-1.45598 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 15.4743E-09 AT NODE FINAL-1.45598 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.537E-03 TIME AVG. FORCE 1.114E-03 LARGEST RESIDUAL FORCE 1.381E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.541E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.153E-06 AT NODE 1902 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.443 TIME AVG. MOMENT 0.679 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.725E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.634E-41 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 2.282E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.521E-02, FRACTION OF STEP COMPLETED 4.245E-03 STEP TIME COMPLETED 1.27 , TOTAL TIME COMPLETED 1.27 INCREMENT 27 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.282E-02 ***NOTE: THE FRACTURE CRITERION f=1.0161 AT ELEMENT 4576, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.69E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. ***NOTE: THE FRACTURE CRITERION f=1.0163 AT ELEMENT 4576, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 27 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 2.245E-02 ***NOTE: THE FRACTURE CRITERION f=1.0157 AT ELEMENT 4576, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.69E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.100 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. ***NOTE: THE FRACTURE CRITERION f=1.0159 AT ELEMENT 4576, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 27 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 1.105E-02 NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.69E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.100 ELAPSED WALLCLOCK TIME (SEC) = 35 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 65.1073E-06 AT NODE FINAL-1.2164 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 417.445E-06 AT NODE FINAL-1.2164 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.554E-03 TIME AVG. FORCE 1.130E-03 LARGEST RESIDUAL FORCE -1.075E-02 AT NODE 52 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.846E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.928E-04 AT NODE 24519 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.448 TIME AVG. MOMENT 0.670 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.722E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -4.686E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 25.3222E-09 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 162.342E-09 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.554E-03 TIME AVG. FORCE 1.130E-03 LARGEST RESIDUAL FORCE -1.045E-02 AT NODE 22834 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.846E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.766E-04 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.447 TIME AVG. MOMENT 0.670 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.722E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.470E-39 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.100 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -1.22014E-09 AT NODE FINAL-1.45598 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -7.81909E-09 AT NODE FINAL-1.45598 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.554E-03 TIME AVG. FORCE 1.130E-03 LARGEST RESIDUAL FORCE -1.517E-04 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.846E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -9.862E-05 AT NODE 52 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.447 TIME AVG. MOMENT 0.670 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.722E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -3.378E-42 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 20.0591E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 128.763E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.554E-03 TIME AVG. FORCE 1.130E-03 LARGEST RESIDUAL FORCE 2.455E-06 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.846E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.671E-06 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.447 TIME AVG. MOMENT 0.670 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.722E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.023E-43 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.658E-02 ITERATION SUMMARY FOR THE INCREMENT: 4 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 3 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.105E-02, FRACTION OF STEP COMPLETED 4.281E-03 STEP TIME COMPLETED 1.28 , TOTAL TIME COMPLETED 1.28 INCREMENT 28 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.658E-02 ***NOTE: THE FRACTURE CRITERION f=1.1387 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.1381 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 28 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 1.457E-02 ***NOTE: THE FRACTURE CRITERION f=1.1364 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1359 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 28 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 6.412E-03 ***NOTE: THE FRACTURE CRITERION f=1.1272 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1269 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 4.86265E-09 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 31.1740E-09 AT NODE FINAL-1.40281 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.565E-03 TIME AVG. FORCE 1.145E-03 LARGEST RESIDUAL FORCE 2.534E-04 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.071E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.808E-04 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.450 TIME AVG. MOMENT 0.662 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.720E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -7.214E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261492 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.100 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1269 AT ELEMENT 4619, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -226.478E-12 AT NODE FINAL-1.45598 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -1.45131E-09 AT NODE FINAL-1.45598 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.565E-03 TIME AVG. FORCE 1.145E-03 LARGEST RESIDUAL FORCE -4.197E-06 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.071E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -5.813E-06 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.450 TIME AVG. MOMENT 0.662 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.720E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -8.446E-43 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 9.617E-03 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 6.412E-03, FRACTION OF STEP COMPLETED 4.303E-03 STEP TIME COMPLETED 1.29 , TOTAL TIME COMPLETED 1.29 INCREMENT 29 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 9.617E-03 ***NOTE: THE FRACTURE CRITERION f=1.1835 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261495 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.1899 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 29 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 8.082E-03 ***NOTE: THE FRACTURE CRITERION f=1.1817 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261495 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1881 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 29 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 3.401E-03 ***NOTE: THE FRACTURE CRITERION f=1.1763 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261495 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1827 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 13.0120E-06 AT NODE FINAL-1.1849 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 83.4546E-06 AT NODE FINAL-1.1849 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.571E-03 TIME AVG. FORCE 1.160E-03 LARGEST RESIDUAL FORCE 8.109E-04 AT NODE 16530 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.680E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.279E-04 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.655 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.720E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -8.069E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261495 NUMBER OF FLOATING PT. OPERATIONS = 6.70E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1833 AT ELEMENT 1332, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 5.11670E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 32.8441E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.571E-03 TIME AVG. FORCE 1.160E-03 LARGEST RESIDUAL FORCE 3.776E-06 AT NODE 45256 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.680E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.215E-05 AT NODE 1849 DOF 2 INSTANCE: FINAL-1 ESTIMATE OF DISP. CORRECTION 5.656E-08 FORCE EQUILIB. ACCEPTED BASED ON SMALL RESIDUAL AND ESTIMATED CORRECTION AVERAGE MOMENT 0.447 TIME AVG. MOMENT 0.655 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.719E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 5.183E-40 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 5.102E-03 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.401E-03, FRACTION OF STEP COMPLETED 4.314E-03 STEP TIME COMPLETED 1.29 , TOTAL TIME COMPLETED 1.29 INCREMENT 30 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 5.102E-03 ***NOTE: THE FRACTURE CRITERION f=1.1005 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261525 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***WARNING: THE SYSTEM MATRIX HAS 9 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. ***NOTE: THE FRACTURE CRITERION f=1.0850 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 30 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 4.702E-03 ***NOTE: THE FRACTURE CRITERION f=1.0986 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261525 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***WARNING: THE SYSTEM MATRIX HAS 9 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. ***NOTE: THE FRACTURE CRITERION f=1.0826 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 8.56448E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 54.9746E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.580E-03 TIME AVG. FORCE 1.174E-03 LARGEST RESIDUAL FORCE 1.447E-02 AT NODE 15570 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.853E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -4.789E-04 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.449 TIME AVG. MOMENT 0.648 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.716E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 6.602E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261525 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0371 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -1.77146E-09 AT NODE FINAL-1.425 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -10.4096E-09 AT NODE FINAL-1.54264 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.580E-03 TIME AVG. FORCE 1.174E-03 LARGEST RESIDUAL FORCE 2.309E-03 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.921E-04 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 7.651E-04 AT NODE 17 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.449 TIME AVG. MOMENT 0.648 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.716E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.236E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261525 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0281 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -305.896E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -1.96351E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.580E-03 TIME AVG. FORCE 1.174E-03 LARGEST RESIDUAL FORCE -1.039E-02 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.467E-04 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.546E-04 AT NODE 17 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.449 TIME AVG. MOMENT 0.648 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.716E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 2.709E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261525 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0204 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR -84.4531E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -542.096E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.580E-03 TIME AVG. FORCE 1.174E-03 LARGEST RESIDUAL FORCE -1.659E-04 AT NODE 16530 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.965E-04 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 5.000E-05 AT NODE 18 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.449 TIME AVG. MOMENT 0.648 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.716E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 3.279E-43 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261525 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0207 AT ELEMENT 4231, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 5 MAX. PENETRATION ERROR 16.0957E-12 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 103.223E-12 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.580E-03 TIME AVG. FORCE 1.174E-03 LARGEST RESIDUAL FORCE -2.357E-06 AT NODE 15570 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.932E-04 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -3.377E-06 AT NODE 17 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.449 TIME AVG. MOMENT 0.648 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.716E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -7.871E-44 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 5 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 5 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.702E-03, FRACTION OF STEP COMPLETED 4.330E-03 STEP TIME COMPLETED 1.30 , TOTAL TIME COMPLETED 1.30 INCREMENT 31 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.702E-03 ***NOTE: THE FRACTURE CRITERION f=1.0154 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261528 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1206 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 31 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 4.196E-03 ***NOTE: THE FRACTURE CRITERION f=1.0189 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261528 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.1198 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -4.23125E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -27.1593E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.587E-03 TIME AVG. FORCE 1.187E-03 LARGEST RESIDUAL FORCE -9.812E-04 AT NODE 15570 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.298E-03 AT NODE 17759 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.186E-03 AT NODE 18481 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.450 TIME AVG. MOMENT 0.642 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.714E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.820E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261528 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1193 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -126.607E-12 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -746.227E-12 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.587E-03 TIME AVG. FORCE 1.187E-03 LARGEST RESIDUAL FORCE 1.074E-05 AT NODE 15570 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.299E-03 AT NODE 17759 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 7.691E-06 AT NODE 29 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.450 TIME AVG. MOMENT 0.642 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.714E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.952E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261528 NUMBER OF FLOATING PT. OPERATIONS = 6.72E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1193 AT ELEMENT 1336, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 2.49023E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 15.9843E-12 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.587E-03 TIME AVG. FORCE 1.187E-03 LARGEST RESIDUAL FORCE -2.034E-07 AT NODE 15570 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.299E-03 AT NODE 17759 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.667E-07 AT NODE 17 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.450 TIME AVG. MOMENT 0.642 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.714E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 7.524E-45 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 3 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.196E-03, FRACTION OF STEP COMPLETED 4.344E-03 STEP TIME COMPLETED 1.30 , TOTAL TIME COMPLETED 1.30 INCREMENT 32 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.196E-03 NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -9.39489E-09 AT NODE FINAL-1.1850 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -60.2530E-09 AT NODE FINAL-1.1850 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.595E-03 TIME AVG. FORCE 1.200E-03 LARGEST RESIDUAL FORCE 3.484E-02 AT NODE 15582 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.143E-03 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.172E-03 AT NODE 17 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.636 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.712E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 2.590E-40 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -4.90982E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -31.4719E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.595E-03 TIME AVG. FORCE 1.200E-03 LARGEST RESIDUAL FORCE 2.983E-02 AT NODE 15582 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.926E-03 AT NODE 17 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.025E-03 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.636 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.712E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 6.884E-42 AT NODE 1 DOF 6 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.500 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -10.2607E-09 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -65.7727E-09 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.595E-03 TIME AVG. FORCE 1.200E-03 LARGEST RESIDUAL FORCE -5.610E-04 AT NODE 15570 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.588E-03 AT NODE 18 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.147E-03 AT NODE 16533 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.636 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.712E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 2.147E-41 AT NODE 1 DOF 6 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR 407.180E-12 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 2.61120E-09 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.595E-03 TIME AVG. FORCE 1.200E-03 LARGEST RESIDUAL FORCE -5.209E-06 AT NODE 18396 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.576E-03 AT NODE 18 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.791E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.636 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.712E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.301E-42 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 6.295E-03 ITERATION SUMMARY FOR THE INCREMENT: 4 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 4 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.196E-03, FRACTION OF STEP COMPLETED 4.358E-03 STEP TIME COMPLETED 1.31 , TOTAL TIME COMPLETED 1.31 INCREMENT 33 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 6.295E-03 ***NOTE: THE FRACTURE CRITERION f=1.2930 AT ELEMENT 4876, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 5.66575E-06 AT NODE FINAL-1.71710 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 36.3440E-06 AT NODE FINAL-1.71710 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.605E-03 TIME AVG. FORCE 1.212E-03 LARGEST RESIDUAL FORCE 7.953E-04 AT NODE 15575 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.051E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -6.876E-03 AT NODE 18 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.455 TIME AVG. MOMENT 0.630 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.709E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.594E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -2.40580E-09 AT NODE FINAL-1.2375 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -15.4176E-09 AT NODE FINAL-1.2375 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.605E-03 TIME AVG. FORCE 1.212E-03 LARGEST RESIDUAL FORCE 1.800E-05 AT NODE 18396 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.051E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -6.532E-05 AT NODE 15569 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.630 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.709E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -3.111E-40 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 962.219E-12 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 6.17047E-09 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.605E-03 TIME AVG. FORCE 1.212E-03 LARGEST RESIDUAL FORCE -4.194E-07 AT NODE 18396 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.051E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.354E-06 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.452 TIME AVG. MOMENT 0.630 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.709E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.107E-42 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 9.442E-03 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 6.295E-03, FRACTION OF STEP COMPLETED 4.379E-03 STEP TIME COMPLETED 1.31 , TOTAL TIME COMPLETED 1.31 INCREMENT 34 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 9.442E-03 NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 26.1266E-09 AT NODE FINAL-1.71710 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 167.588E-09 AT NODE FINAL-1.71710 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.619E-03 TIME AVG. FORCE 1.224E-03 LARGEST RESIDUAL FORCE -2.377E-05 AT NODE 61340 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.577E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 5.309E-05 AT NODE 71710 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.454 TIME AVG. MOMENT 0.625 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.708E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.555E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 11.5100E-09 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 73.8081E-09 AT NODE FINAL-1.2479 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.619E-03 TIME AVG. FORCE 1.224E-03 LARGEST RESIDUAL FORCE 6.466E-07 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.577E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.991E-06 AT NODE 529 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.454 TIME AVG. MOMENT 0.625 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.709E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.964E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.416E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 9.442E-03, FRACTION OF STEP COMPLETED 4.410E-03 STEP TIME COMPLETED 1.32 , TOTAL TIME COMPLETED 1.32 INCREMENT 35 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.416E-02 2 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 2 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 59.2241E-06 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 380.026E-06 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.639E-03 TIME AVG. FORCE 1.236E-03 LARGEST RESIDUAL FORCE 2.534E-06 AT NODE 45258 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.365E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -5.478E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.462 TIME AVG. MOMENT 0.620 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.707E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.557E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 25.7551E-09 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 165.263E-09 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.639E-03 TIME AVG. FORCE 1.236E-03 LARGEST RESIDUAL FORCE 2.251E-05 AT NODE 45260 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.365E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 4.156E-05 AT NODE 45258 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.456 TIME AVG. MOMENT 0.620 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.711E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 3.320E-39 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 11.9387E-09 AT NODE FINAL-1.1850 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 76.5591E-09 AT NODE FINAL-1.1850 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.639E-03 TIME AVG. FORCE 1.236E-03 LARGEST RESIDUAL FORCE 7.181E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.365E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.076E-06 AT NODE 425 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.456 TIME AVG. MOMENT 0.620 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.712E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.014E-40 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 2.124E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.416E-02, FRACTION OF STEP COMPLETED 4.457E-03 STEP TIME COMPLETED 1.34 , TOTAL TIME COMPLETED 1.34 INCREMENT 36 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.124E-02 NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 1 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 1 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 137.899E-06 AT NODE FINAL-1.39884 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 883.865E-06 AT NODE FINAL-1.39884 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.669E-03 TIME AVG. FORCE 1.248E-03 LARGEST RESIDUAL FORCE -3.900E-05 AT NODE 61785 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.548E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.361E-04 AT NODE 61786 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.467 TIME AVG. MOMENT 0.616 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.723E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.438E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 77.6648E-09 AT NODE FINAL-1.39884 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 497.788E-09 AT NODE FINAL-1.39884 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.669E-03 TIME AVG. FORCE 1.248E-03 LARGEST RESIDUAL FORCE 3.083E-05 AT NODE 49955 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.548E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.067E-04 AT NODE 39884 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.463 TIME AVG. MOMENT 0.616 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.733E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -6.339E-39 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 13.3355E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 85.4514E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.669E-03 TIME AVG. FORCE 1.248E-03 LARGEST RESIDUAL FORCE 2.777E-07 AT NODE 49955 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.548E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 3.247E-06 AT NODE 49953 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.463 TIME AVG. MOMENT 0.616 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.733E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 2.981E-40 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 3.187E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.124E-02, FRACTION OF STEP COMPLETED 4.528E-03 STEP TIME COMPLETED 1.36 , TOTAL TIME COMPLETED 1.36 INCREMENT 37 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.187E-02 NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -41.8739E-09 AT NODE FINAL-1.49963 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -268.402E-09 AT NODE FINAL-1.49963 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.713E-03 TIME AVG. FORCE 1.261E-03 LARGEST RESIDUAL FORCE 1.266E-05 AT NODE 49955 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.322E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -4.465E-05 AT NODE 39884 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.475 TIME AVG. MOMENT 0.612 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.769E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.311E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.500 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 4.46971E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 28.6380E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.713E-03 TIME AVG. FORCE 1.261E-03 LARGEST RESIDUAL FORCE 1.012E-07 AT NODE 49955 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.322E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.280E-06 AT NODE 49953 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.475 TIME AVG. MOMENT 0.612 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.769E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 1.179E-40 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 4.780E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.187E-02, FRACTION OF STEP COMPLETED 4.634E-03 STEP TIME COMPLETED 1.39 , TOTAL TIME COMPLETED 1.39 INCREMENT 38 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.780E-02 ***NOTE: THE FRACTURE CRITERION f=1.2217 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.2154 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 38 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 3.933E-02 ***NOTE: THE FRACTURE CRITERION f=1.2127 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.2065 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 38 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 1.630E-02 ***NOTE: THE FRACTURE CRITERION f=1.1884 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1823 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 38 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 4.595E-03 ***NOTE: THE FRACTURE CRITERION f=1.1761 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1700 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -2.38731E-09 AT NODE FINAL-1.45364 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -15.3008E-09 AT NODE FINAL-1.45364 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.721E-03 TIME AVG. FORCE 1.273E-03 LARGEST RESIDUAL FORCE 8.465E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.674E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 4.129E-05 AT NODE 23380 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.477 TIME AVG. MOMENT 0.609 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.775E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.519E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261546 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.1700 AT ELEMENT 6095, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -35.3242E-12 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -226.671E-12 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.721E-03 TIME AVG. FORCE 1.273E-03 LARGEST RESIDUAL FORCE 1.712E-07 AT NODE 21931 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.674E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.993E-07 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.477 TIME AVG. MOMENT 0.609 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.775E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.425E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 6.893E-03 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.595E-03, FRACTION OF STEP COMPLETED 4.650E-03 STEP TIME COMPLETED 1.39 , TOTAL TIME COMPLETED 1.39 INCREMENT 39 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 6.893E-03 ***NOTE: THE FRACTURE CRITERION f=1.1926 AT ELEMENT 9372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261549 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1997 AT ELEMENT 9372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 39 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 5.746E-03 ***NOTE: THE FRACTURE CRITERION f=1.1908 AT ELEMENT 9372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. NUMBER OF EQUATIONS = 261549 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.1985 AT ELEMENT 9372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -1.44402E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -9.25304E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.730E-03 TIME AVG. FORCE 1.285E-03 LARGEST RESIDUAL FORCE -1.137E-04 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.595E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 2.353E-04 AT NODE 25230 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.481 TIME AVG. MOMENT 0.605 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.781E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.377E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261549 NUMBER OF FLOATING PT. OPERATIONS = 6.73E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.1986 AT ELEMENT 9372, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED. HOWEVER, THIS SITUATION WILL NOT BE TAKEN INTO ACCOUNT FOR CUTBACK, BECAUSE OTHERWISE IT WILL MAKE TIME INCREMENT SMALLER THAN THE SPECIFIED MINIMUM TIME INCREMENT. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 13.0448E-12 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 83.5910E-12 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.730E-03 TIME AVG. FORCE 1.285E-03 LARGEST RESIDUAL FORCE 1.747E-06 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 9.595E-04 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 1.102E-06 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.481 TIME AVG. MOMENT 0.605 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.781E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.424E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 8.619E-03 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 5.746E-03, FRACTION OF STEP COMPLETED 4.669E-03 STEP TIME COMPLETED 1.40 , TOTAL TIME COMPLETED 1.40 INCREMENT 40 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 8.619E-03 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -8.73374E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -56.0410E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.743E-03 TIME AVG. FORCE 1.296E-03 LARGEST RESIDUAL FORCE -3.089E-02 AT NODE 21943 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.485E-03 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.499E-03 AT NODE 24858 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.484 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.790E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.811E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -3.15539E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -20.2186E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.743E-03 TIME AVG. FORCE 1.296E-03 LARGEST RESIDUAL FORCE -1.807E-02 AT NODE 21943 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -2.218E-03 AT NODE 52 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.018E-03 AT NODE 21943 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.484 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.790E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 1.892E-41 AT NODE 1 DOF 6 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.500 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.600 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -3.45767E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -22.1865E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.743E-03 TIME AVG. FORCE 1.296E-03 LARGEST RESIDUAL FORCE -4.301E-04 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -3.180E-03 AT NODE 52 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.026E-03 AT NODE 21943 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.484 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.790E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 3.171E-41 AT NODE 1 DOF 6 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR 158.373E-12 AT NODE FINAL-1.58096 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.01520E-09 AT NODE FINAL-1.58096 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.743E-03 TIME AVG. FORCE 1.296E-03 LARGEST RESIDUAL FORCE -5.916E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -3.173E-03 AT NODE 52 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 7.079E-06 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.484 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.790E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 2.061E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.293E-02 ITERATION SUMMARY FOR THE INCREMENT: 4 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 4 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 8.619E-03, FRACTION OF STEP COMPLETED 4.698E-03 STEP TIME COMPLETED 1.41 , TOTAL TIME COMPLETED 1.41 INCREMENT 41 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.293E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 18.5242E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 118.858E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.761E-03 TIME AVG. FORCE 1.307E-03 LARGEST RESIDUAL FORCE -8.374E-04 AT NODE 21928 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.159E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 4.765E-03 AT NODE 52 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.496 TIME AVG. MOMENT 0.600 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.804E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.808E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 36.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 36.300 ELAPSED WALLCLOCK TIME (SEC) = 37 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -1.22452E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -7.85695E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.761E-03 TIME AVG. FORCE 1.307E-03 LARGEST RESIDUAL FORCE -1.392E-05 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.159E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. 5.336E-05 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.496 TIME AVG. MOMENT 0.600 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.804E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 6.858E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 10.6202E-12 AT NODE FINAL-1.2374 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 68.0716E-12 AT NODE FINAL-1.2374 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.761E-03 TIME AVG. FORCE 1.307E-03 LARGEST RESIDUAL FORCE -1.099E-07 AT NODE 21928 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.159E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -6.680E-07 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.496 TIME AVG. MOMENT 0.600 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.804E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.903E-44 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.939E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 3 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.293E-02, FRACTION OF STEP COMPLETED 4.741E-03 STEP TIME COMPLETED 1.42 , TOTAL TIME COMPLETED 1.42 INCREMENT 42 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.939E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -7.98234E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -51.1423E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.788E-03 TIME AVG. FORCE 1.319E-03 LARGEST RESIDUAL FORCE -3.703E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.238E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.445E-06 AT NODE 425 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.502 TIME AVG. MOMENT 0.597 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.826E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.809E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.909E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.939E-02, FRACTION OF STEP COMPLETED 4.805E-03 STEP TIME COMPLETED 1.44 , TOTAL TIME COMPLETED 1.44 INCREMENT 43 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.909E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -17.6444E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -113.035E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.828E-03 TIME AVG. FORCE 1.331E-03 LARGEST RESIDUAL FORCE -8.691E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.858E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -3.282E-06 AT NODE 425 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.511 TIME AVG. MOMENT 0.595 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.857E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.813E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 4.363E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.909E-02, FRACTION OF STEP COMPLETED 4.902E-03 STEP TIME COMPLETED 1.47 , TOTAL TIME COMPLETED 1.47 INCREMENT 44 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.363E-02 ***NOTE: THE FRACTURE CRITERION f=1.0214 AT ELEMENT 4876, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0215 AT ELEMENT 4876, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 44 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 4.271E-02 ***NOTE: THE FRACTURE CRITERION f=1.0207 AT ELEMENT 4876, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0207 AT ELEMENT 4876, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED INCREMENT 44 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 2.092E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 73.6164E-06 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 236.106E-06 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.857E-03 TIME AVG. FORCE 1.343E-03 LARGEST RESIDUAL FORCE -1.486E-06 AT NODE 58651 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.494E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -2.448E-06 AT NODE 425 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.520 TIME AVG. MOMENT 0.594 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.880E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.438E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 104.953E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 336.622E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.857E-03 TIME AVG. FORCE 1.343E-03 LARGEST RESIDUAL FORCE -8.145E-06 AT NODE 58652 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.494E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -6.296E-05 AT NODE 58651 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.509 TIME AVG. MOMENT 0.593 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.875E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.958E-40 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 10.2560E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 50.5416E-09 AT NODE FINAL-1.58652 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.857E-03 TIME AVG. FORCE 1.343E-03 LARGEST RESIDUAL FORCE 1.040E-07 AT NODE 58652 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.494E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.339E-06 AT NODE 397 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.509 TIME AVG. MOMENT 0.593 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.874E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -2.243E-40 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 3.139E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.092E-02, FRACTION OF STEP COMPLETED 4.972E-03 STEP TIME COMPLETED 1.49 , TOTAL TIME COMPLETED 1.49 INCREMENT 45 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.139E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 279.794E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 897.308E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.901E-03 TIME AVG. FORCE 1.355E-03 LARGEST RESIDUAL FORCE -2.348E-05 AT NODE 58652 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.241E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.819E-04 AT NODE 58651 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.523 TIME AVG. MOMENT 0.592 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.885E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.266E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 21.5007E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 127.591E-09 AT NODE FINAL-1.58652 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.901E-03 TIME AVG. FORCE 1.355E-03 LARGEST RESIDUAL FORCE 2.795E-07 AT NODE 26033 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.241E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -3.333E-06 AT NODE 1822 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.523 TIME AVG. MOMENT 0.592 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.883E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -5.595E-40 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 4.708E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.139E-02, FRACTION OF STEP COMPLETED 5.077E-03 STEP TIME COMPLETED 1.52 , TOTAL TIME COMPLETED 1.52 INCREMENT 46 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.708E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 2 SEVERE DISCONTINUITIES OCCURRED DURING THIS ITERATION. 2 POINTS CHANGED FROM OPEN TO CLOSED CONVERGENCE CHECKS FOR SEVERE DISCONTINUITY ITERATION 1 MAX. PENETRATION ERROR 459.784E-06 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.47663E-03 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) PENETRATION ERROR TOO LARGE COMPARED TO DISPLACEMENT INCREMENT. AVERAGE FORCE 1.965E-03 TIME AVG. FORCE 1.368E-03 LARGEST RESIDUAL FORCE 8.566E-06 AT NODE 15579 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.862E-03 AT NODE 1 DOF 2 INSTANCE: UNTEN-1 LARGEST CORRECTION TO DISP. -1.362E-04 AT NODE 14702 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.541 TIME AVG. MOMENT 0.591 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.896E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.278E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR 508.297E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.63246E-06 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.966E-03 TIME AVG. FORCE 1.368E-03 LARGEST RESIDUAL FORCE 1.023E-04 AT NODE 45328 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.880E-03 AT NODE 424 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 4.644E-04 AT NODE 424 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.534 TIME AVG. MOMENT 0.591 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.868E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 3.130E-39 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 106.384E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 555.948E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 1.966E-03 TIME AVG. FORCE 1.368E-03 LARGEST RESIDUAL FORCE 3.316E-06 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.883E-03 AT NODE 424 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.532E-05 AT NODE 45328 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.534 TIME AVG. MOMENT 0.591 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.859E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.160E-40 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 7.062E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 1 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.708E-02, FRACTION OF STEP COMPLETED 5.234E-03 STEP TIME COMPLETED 1.57 , TOTAL TIME COMPLETED 1.57 INCREMENT 47 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 7.062E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -162.766E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -658.140E-09 AT NODE FINAL-1.2374 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.062E-03 TIME AVG. FORCE 1.383E-03 LARGEST RESIDUAL FORCE -3.501E-05 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.186E-02 AT NODE 424 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.733E-04 AT NODE 528 DOF 2 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.568 TIME AVG. MOMENT 0.590 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.824E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.647E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 24.9001E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 159.670E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.062E-03 TIME AVG. FORCE 1.383E-03 LARGEST RESIDUAL FORCE 1.107E-06 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.186E-02 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -4.981E-06 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.568 TIME AVG. MOMENT 0.590 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.822E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 1.764E-40 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 0.106 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 7.062E-02, FRACTION OF STEP COMPLETED 5.469E-03 STEP TIME COMPLETED 1.64 , TOTAL TIME COMPLETED 1.64 INCREMENT 48 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.106 ***NOTE: THE FRACTURE CRITERION f=1.0595 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0596 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 48 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.100 ***NOTE: THE FRACTURE CRITERION f=1.0552 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0553 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 48 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 4.737E-02 ***NOTE: THE FRACTURE CRITERION f=1.0169 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0169 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 48 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 1.553E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -25.8910E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -114.295E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.084E-03 TIME AVG. FORCE 1.398E-03 LARGEST RESIDUAL FORCE -9.185E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.608E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -3.841E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.578 TIME AVG. MOMENT 0.590 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.815E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.415E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.329E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.553E-02, FRACTION OF STEP COMPLETED 5.521E-03 STEP TIME COMPLETED 1.66 , TOTAL TIME COMPLETED 1.66 INCREMENT 49 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.329E-02 ***NOTE: THE FRACTURE CRITERION f=1.0107 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0107 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 49 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 2.304E-02 ***NOTE: THE FRACTURE CRITERION f=1.0105 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0105 AT ELEMENT 392, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 49 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 1.140E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -6.65952E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -29.3073E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.100E-03 TIME AVG. FORCE 1.412E-03 LARGEST RESIDUAL FORCE 3.198E-07 AT NODE 61337 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.915E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.019E-06 AT NODE 528 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.583 TIME AVG. MOMENT 0.590 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.811E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -4.777E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 1.710E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.140E-02, FRACTION OF STEP COMPLETED 5.559E-03 STEP TIME COMPLETED 1.67 , TOTAL TIME COMPLETED 1.67 INCREMENT 50 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.710E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -8.57955E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -37.3178E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.124E-03 TIME AVG. FORCE 1.426E-03 LARGEST RESIDUAL FORCE -5.106E-06 AT NODE 13254 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.872E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 7.937E-05 AT NODE 13254 DOF 1 INSTANCE: FINAL-1 ESTIMATE OF DISP. CORRECTION -7.468E-08 FORCE EQUILIB. ACCEPTED BASED ON SMALL RESIDUAL AND ESTIMATED CORRECTION AVERAGE MOMENT 0.590 TIME AVG. MOMENT 0.590 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.804E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.119E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.565E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.710E-02, FRACTION OF STEP COMPLETED 5.616E-03 STEP TIME COMPLETED 1.68 , TOTAL TIME COMPLETED 1.68 INCREMENT 51 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.565E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -20.5908E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -89.4355E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.160E-03 TIME AVG. FORCE 1.441E-03 LARGEST RESIDUAL FORCE 3.767E-06 AT NODE 13254 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.307E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.177E-04 AT NODE 13254 DOF 1 INSTANCE: FINAL-1 ESTIMATE OF DISP. CORRECTION 5.504E-08 FORCE EQUILIB. ACCEPTED BASED ON SMALL RESIDUAL AND ESTIMATED CORRECTION AVERAGE MOMENT 0.602 TIME AVG. MOMENT 0.590 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.796E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.109E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 3.848E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.565E-02, FRACTION OF STEP COMPLETED 5.701E-03 STEP TIME COMPLETED 1.71 , TOTAL TIME COMPLETED 1.71 INCREMENT 52 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.848E-02 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -43.5642E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -189.426E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.212E-03 TIME AVG. FORCE 1.456E-03 LARGEST RESIDUAL FORCE -1.628E-06 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 6.460E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -6.531E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.621 TIME AVG. MOMENT 0.591 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.785E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 9.086E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 5.771E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.848E-02, FRACTION OF STEP COMPLETED 5.830E-03 STEP TIME COMPLETED 1.75 , TOTAL TIME COMPLETED 1.75 INCREMENT 53 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 5.771E-02 ***NOTE: THE FRACTURE CRITERION f=1.0382 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0383 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 53 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 5.559E-02 ***NOTE: THE FRACTURE CRITERION f=1.0368 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0368 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 53 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 2.681E-02 ***NOTE: THE FRACTURE CRITERION f=1.0171 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0171 AT ELEMENT 4008, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 53 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 8.786E-03 NUMBER OF EQUATIONS = 261567 NUMBER OF FLOATING PT. OPERATIONS = 6.74E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -7.62838E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -33.4131E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.225E-03 TIME AVG. FORCE 1.470E-03 LARGEST RESIDUAL FORCE -3.462E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.475E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.232E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.626 TIME AVG. MOMENT 0.591 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.783E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.375E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 1.318E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 8.786E-03, FRACTION OF STEP COMPLETED 5.859E-03 STEP TIME COMPLETED 1.76 , TOTAL TIME COMPLETED 1.76 INCREMENT 54 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.318E-02 NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -5.11595E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -21.7602E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.243E-03 TIME AVG. FORCE 1.484E-03 LARGEST RESIDUAL FORCE 7.833E-05 AT NODE 13256 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.212E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.378E-04 AT NODE 17759 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.632 TIME AVG. MOMENT 0.592 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.780E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.943E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -66.6790E-12 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -236.328E-12 AT NODE FINAL-1.58652 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.243E-03 TIME AVG. FORCE 1.484E-03 LARGEST RESIDUAL FORCE -9.366E-07 AT NODE 18396 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.212E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.090E-06 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.632 TIME AVG. MOMENT 0.592 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.780E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -9.478E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.977E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.318E-02, FRACTION OF STEP COMPLETED 5.903E-03 STEP TIME COMPLETED 1.77 , TOTAL TIME COMPLETED 1.77 INCREMENT 55 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.977E-02 NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -9.68587E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -41.9445E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.271E-03 TIME AVG. FORCE 1.499E-03 LARGEST RESIDUAL FORCE 6.608E-05 AT NODE 13256 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.318E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.066E-04 AT NODE 17759 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.642 TIME AVG. MOMENT 0.593 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.776E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.937E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -213.695E-12 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -1.06860E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.271E-03 TIME AVG. FORCE 1.499E-03 LARGEST RESIDUAL FORCE 1.551E-06 AT NODE 18396 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.318E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 3.063E-06 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.642 TIME AVG. MOMENT 0.593 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.776E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -7.082E-43 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 2.965E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.977E-02, FRACTION OF STEP COMPLETED 5.969E-03 STEP TIME COMPLETED 1.79 , TOTAL TIME COMPLETED 1.79 INCREMENT 56 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.965E-02 NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -23.5971E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -102.204E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.312E-03 TIME AVG. FORCE 1.513E-03 LARGEST RESIDUAL FORCE -9.002E-07 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.977E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -3.558E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.656 TIME AVG. MOMENT 0.594 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.771E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.924E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 4.448E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.965E-02, FRACTION OF STEP COMPLETED 6.067E-03 STEP TIME COMPLETED 1.82 , TOTAL TIME COMPLETED 1.82 INCREMENT 57 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.448E-02 NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -51.6561E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -223.323E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.372E-03 TIME AVG. FORCE 1.528E-03 LARGEST RESIDUAL FORCE -2.116E-06 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 7.464E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -8.001E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.681 TIME AVG. MOMENT 0.596 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.768E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.897E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 6.672E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 4.448E-02, FRACTION OF STEP COMPLETED 6.216E-03 STEP TIME COMPLETED 1.86 , TOTAL TIME COMPLETED 1.86 INCREMENT 58 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 6.672E-02 ***NOTE: THE FRACTURE CRITERION f=1.0370 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0137 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 2 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0385 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0152 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 58 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 6.425E-02 ***NOTE: THE FRACTURE CRITERION f=1.0355 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0121 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 2 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.100 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0369 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0137 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 58 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 3.098E-02 ***NOTE: THE FRACTURE CRITERION f=1.0145 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0159 AT ELEMENT 7889, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 58 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 1.016E-02 NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -9.12039E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -39.3168E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.387E-03 TIME AVG. FORCE 1.543E-03 LARGEST RESIDUAL FORCE -1.160E-05 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.706E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.508E-05 AT NODE 23055 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.686 TIME AVG. MOMENT 0.597 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.767E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.363E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261576 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -141.582E-12 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -621.423E-12 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.387E-03 TIME AVG. FORCE 1.543E-03 LARGEST RESIDUAL FORCE -1.243E-07 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.706E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -9.724E-08 AT NODE 24519 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.686 TIME AVG. MOMENT 0.597 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.767E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 1.878E-43 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 1.525E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.016E-02, FRACTION OF STEP COMPLETED 6.250E-03 STEP TIME COMPLETED 1.87 , TOTAL TIME COMPLETED 1.87 INCREMENT 59 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 1.525E-02 NUMBER OF EQUATIONS = 261579 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -7.80626E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -32.5747E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.408E-03 TIME AVG. FORCE 1.558E-03 LARGEST RESIDUAL FORCE 2.028E-04 AT NODE 23055 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.558E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 5.205E-04 AT NODE 24857 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.693 TIME AVG. MOMENT 0.599 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.766E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.842E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261579 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 108.489E-12 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 694.030E-12 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.408E-03 TIME AVG. FORCE 1.558E-03 LARGEST RESIDUAL FORCE 1.059E-06 AT NODE 23055 DOF 3 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.558E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 6.883E-07 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.693 TIME AVG. MOMENT 0.599 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.766E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -1.280E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 2.287E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.525E-02, FRACTION OF STEP COMPLETED 6.300E-03 STEP TIME COMPLETED 1.89 , TOTAL TIME COMPLETED 1.89 INCREMENT 60 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.287E-02 ***NOTE: THE FRACTURE CRITERION f=1.0193 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 2 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261579 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0100 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 60 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 2.264E-02 ***NOTE: THE FRACTURE CRITERION f=1.0191 AT ELEMENT 8528, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 2 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 2 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261579 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -32.2540E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -103.236E-09 AT NODE FINAL-1.529 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.439E-03 TIME AVG. FORCE 1.572E-03 LARGEST RESIDUAL FORCE 1.406E-04 AT NODE 23055 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.800E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -7.605E-04 AT NODE 24857 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.704 TIME AVG. MOMENT 0.600 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.766E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.573E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261579 NUMBER OF FLOATING PT. OPERATIONS = 6.75E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR 645.577E-12 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 2.35779E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.439E-03 TIME AVG. FORCE 1.572E-03 LARGEST RESIDUAL FORCE -9.520E-07 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.800E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.121E-06 AT NODE 21932 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.704 TIME AVG. MOMENT 0.600 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.766E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION -3.874E-42 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 3.397E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.264E-02, FRACTION OF STEP COMPLETED 6.376E-03 STEP TIME COMPLETED 1.91 , TOTAL TIME COMPLETED 1.91 INCREMENT 61 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.397E-02 NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -48.5368E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -161.466E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.486E-03 TIME AVG. FORCE 1.587E-03 LARGEST RESIDUAL FORCE -2.830E-02 AT NODE 21925 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.700E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.096E-03 AT NODE 21928 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.721 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.768E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 8.809E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -1.10613E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -6.95292E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.486E-03 TIME AVG. FORCE 1.587E-03 LARGEST RESIDUAL FORCE -1.745E-02 AT NODE 21925 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.700E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 4.989E-04 AT NODE 22835 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.721 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.768E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.886E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -2.10351E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -8.45640E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.486E-03 TIME AVG. FORCE 1.587E-03 LARGEST RESIDUAL FORCE 2.072E-04 AT NODE 22835 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.700E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 5.127E-04 AT NODE 22835 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.721 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.768E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 4.523E-41 AT NODE 1 DOF 4 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR 244.805E-12 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 1.25843E-09 AT NODE FINAL-1.26031 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.486E-03 TIME AVG. FORCE 1.587E-03 LARGEST RESIDUAL FORCE -4.653E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 5.700E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.200E-06 AT NODE 22835 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.721 TIME AVG. MOMENT 0.602 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION -1.768E-37 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 LARGEST CORRECTION TO ROTATION 1.382E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 5.095E-02 ITERATION SUMMARY FOR THE INCREMENT: 4 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 4 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.397E-02, FRACTION OF STEP COMPLETED 6.489E-03 STEP TIME COMPLETED 1.95 , TOTAL TIME COMPLETED 1.95 INCREMENT 62 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 5.095E-02 ***NOTE: THE FRACTURE CRITERION f=1.0514 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0355 AT ELEMENT 7634, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0282 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0102 AT ELEMENT 5374, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -44.7706E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -193.299E-09 AT NODE FINAL-1.45330 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.555E-03 TIME AVG. FORCE 1.603E-03 LARGEST RESIDUAL FORCE 4.421E-03 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 8.549E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 3.326E-03 AT NODE 21928 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.746 TIME AVG. MOMENT 0.605 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 1.829E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 8.796E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -3.69919E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -18.3661E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.555E-03 TIME AVG. FORCE 1.603E-03 LARGEST RESIDUAL FORCE 5.652E-05 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 8.549E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 5.562E-05 AT NODE 22837 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.746 TIME AVG. MOMENT 0.605 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 1.829E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 1.064E-41 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR 54.0736E-12 AT NODE FINAL-1.1954 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 345.861E-12 AT NODE FINAL-1.1954 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.555E-03 TIME AVG. FORCE 1.603E-03 LARGEST RESIDUAL FORCE 2.321E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 8.549E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.531E-06 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.746 TIME AVG. MOMENT 0.605 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 1.829E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -1.026E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 7.642E-02 ITERATION SUMMARY FOR THE INCREMENT: 3 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 3 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 5.095E-02, FRACTION OF STEP COMPLETED 6.659E-03 STEP TIME COMPLETED 2.00 , TOTAL TIME COMPLETED 2.00 INCREMENT 63 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 7.642E-02 NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -124.298E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -545.989E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.658E-03 TIME AVG. FORCE 1.620E-03 LARGEST RESIDUAL FORCE -6.729E-06 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.282E-02 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.220E-05 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.785 TIME AVG. MOMENT 0.608 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 1.970E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 8.725E-38 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 0.115 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 7.642E-02, FRACTION OF STEP COMPLETED 6.914E-03 STEP TIME COMPLETED 2.07 , TOTAL TIME COMPLETED 2.07 INCREMENT 64 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.115 ***NOTE: THE FRACTURE CRITERION f=1.0584 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0567 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0331 AT ELEMENT 7634, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 1 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.300 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0584 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0568 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0331 AT ELEMENT 7634, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 64 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 0.108 ***NOTE: THE FRACTURE CRITERION f=1.0548 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0532 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0296 AT ELEMENT 7634, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 1 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0549 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0533 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0297 AT ELEMENT 7634, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 64 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 5.134E-02 ***NOTE: THE FRACTURE CRITERION f=1.0230 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0214 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. 1 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 1 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0230 AT ELEMENT 5080, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. ***NOTE: THE FRACTURE CRITERION f=1.0214 AT ELEMENT 6556, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 64 STARTS. ATTEMPT NUMBER 4, TIME INCREMENT 1.673E-02 NUMBER OF EQUATIONS = 261588 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.200 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.200 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -21.6964E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -95.0048E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.681E-03 TIME AVG. FORCE 1.636E-03 LARGEST RESIDUAL FORCE -1.487E-06 AT NODE 45328 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 2.805E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -4.273E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.793 TIME AVG. MOMENT 0.611 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.003E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 1.571E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.509E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.673E-02, FRACTION OF STEP COMPLETED 6.969E-03 STEP TIME COMPLETED 2.09 , TOTAL TIME COMPLETED 2.09 INCREMENT 65 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.509E-02 1 SEVERE DISCONTINUITIES OCCURRED DURING INCREMENT ATTEMPT INITIALIZATION. 1 POINTS CHANGED FROM STICKING TO SLIPPING NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.500 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -39.9700E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 186.428E-09 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.715E-03 TIME AVG. FORCE 1.653E-03 LARGEST RESIDUAL FORCE 1.589E-04 AT NODE 21935 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.208E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.838E-04 AT NODE 24857 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.805 TIME AVG. MOMENT 0.614 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.055E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -9.487E-38 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -550.586E-12 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 3.47646E-09 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.715E-03 TIME AVG. FORCE 1.653E-03 LARGEST RESIDUAL FORCE -2.007E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.208E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 1.555E-06 AT NODE 51 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.805 TIME AVG. MOMENT 0.614 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.055E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -5.417E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 3.764E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.509E-02, FRACTION OF STEP COMPLETED 7.053E-03 STEP TIME COMPLETED 2.12 , TOTAL TIME COMPLETED 2.12 INCREMENT 66 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 3.764E-02 NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -62.7985E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 227.647E-09 AT NODE FINAL-1.45258 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.766E-03 TIME AVG. FORCE 1.670E-03 LARGEST RESIDUAL FORCE 1.327E-04 AT NODE 21935 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 6.312E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.737E-04 AT NODE 24857 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.827 TIME AVG. MOMENT 0.617 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.141E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -9.424E-38 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -934.558E-12 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -3.36816E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.766E-03 TIME AVG. FORCE 1.670E-03 LARGEST RESIDUAL FORCE 1.865E-06 AT NODE 22836 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 6.312E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.895E-06 AT NODE 52 DOF 1 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.827 TIME AVG. MOMENT 0.617 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.141E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -8.293E-42 AT NODE 1 DOF 5 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED TIME INCREMENT MAY NOW INCREASE TO 5.646E-02 ITERATION SUMMARY FOR THE INCREMENT: 2 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 2 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 3.764E-02, FRACTION OF STEP COMPLETED 7.179E-03 STEP TIME COMPLETED 2.15 , TOTAL TIME COMPLETED 2.15 INCREMENT 67 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 5.646E-02 ***NOTE: THE FRACTURE CRITERION f=1.0134 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.300 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0134 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 67 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 5.571E-02 ***NOTE: THE FRACTURE CRITERION f=1.0130 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0130 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 67 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 2.750E-02 NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.400 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -19.7045E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -85.8022E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.804E-03 TIME AVG. FORCE 1.687E-03 LARGEST RESIDUAL FORCE -1.139E-06 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.611E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -3.632E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.838 TIME AVG. MOMENT 0.620 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.205E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 6.411E-38 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 4.124E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 2.750E-02, FRACTION OF STEP COMPLETED 7.270E-03 STEP TIME COMPLETED 2.18 , TOTAL TIME COMPLETED 2.18 INCREMENT 68 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 4.124E-02 ***NOTE: THE FRACTURE CRITERION f=1.0199 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.500 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 ***NOTE: THE FRACTURE CRITERION f=1.0199 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 68 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 4.044E-02 ***NOTE: THE FRACTURE CRITERION f=1.0195 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 35 ***NOTE: THE FRACTURE CRITERION f=1.0195 AT ELEMENT 2682, THE DAMAGE INITIATION TOLERANCE HAS BEEN EXCEEDED AND CUTBACK IS REQUIRED. INCREMENT 68 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 1.983E-02 NUMBER OF EQUATIONS = 261594 NUMBER OF FLOATING PT. OPERATIONS = 6.76E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.400 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.500 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -10.7415E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -46.5025E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.831E-03 TIME AVG. FORCE 1.704E-03 LARGEST RESIDUAL FORCE -6.895E-07 AT NODE 61337 DOF 2 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 3.325E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.082E-06 AT NODE 424 DOF 3 INSTANCE: FINAL-1 THE FORCE EQUILIBRIUM EQUATIONS HAVE CONVERGED AVERAGE MOMENT 0.848 TIME AVG. MOMENT 0.623 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.252E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 6.620E-38 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT TIME INCREMENT MAY NOW INCREASE TO 2.975E-02 ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 1.983E-02, FRACTION OF STEP COMPLETED 7.336E-03 STEP TIME COMPLETED 2.20 , TOTAL TIME COMPLETED 2.20 INCREMENT 69 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 2.975E-02 NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 24 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -24.1343E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -100.949E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.871E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -4.086E-02 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.987E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.121E-03 AT NODE 15569 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.863 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.325E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -1.054E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -8.63506E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -35.4596E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.871E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.467E-02 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 4.987E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.253E-03 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.863 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.325E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -9.637E-41 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -33.6127E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -136.752E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.873E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -1.546E-02 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -6.797E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -5.839E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.863 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.324E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.043E-40 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR -4.54080E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -20.1848E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.873E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.623E-03 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.819E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.023E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.863 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.324E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -7.475E-41 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 5 MAX. PENETRATION ERROR 1.23567E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 6.23895E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.873E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE 3.690E-04 AT NODE 223 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.817E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.643E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.863 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.324E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -3.451E-42 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.800 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 6 MAX. PENETRATION ERROR -131.451E-12 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -512.497E-12 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.873E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.642E-03 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.818E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.501E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.863 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.324E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.717E-42 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED UNLIKELY. INCREMENT 69 STARTS. ATTEMPT NUMBER 2, TIME INCREMENT 7.437E-03 NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 35 ***WARNING: THE SYSTEM MATRIX HAS 24 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -11.4109E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -47.3840E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.841E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -4.038E-02 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. 1.247E-03 AT NODE 528 DOF 2 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.108E-03 AT NODE 15569 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.852 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.270E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 1.426E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.600 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -8.18435E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -33.6042E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.841E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.446E-02 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -2.344E-03 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.223E-03 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.852 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.270E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -9.545E-41 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.600 ELAPSED WALLCLOCK TIME (SEC) = 35 ***WARNING: THE SYSTEM MATRIX HAS 2 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -31.7297E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -129.724E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.843E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -1.932E-02 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -6.157E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -5.237E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.851 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.270E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.025E-40 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR -4.83698E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -20.4351E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.843E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -4.268E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.126E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.969E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.851 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.269E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -6.611E-41 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 5 MAX. PENETRATION ERROR -1.39894E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -6.90237E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.844E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE 3.493E-04 AT NODE 223 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.717E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -5.909E-04 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.851 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.269E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -2.346E-41 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.800 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 6 MAX. PENETRATION ERROR 301.221E-12 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.48927E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.844E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.577E-03 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.719E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.348E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.851 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.269E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -4.475E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 7 MAX. PENETRATION ERROR 163.627E-12 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 615.954E-12 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.844E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE 3.632E-04 AT NODE 223 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.717E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.463E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.851 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.269E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.749E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 8 MAX. PENETRATION ERROR -157.923E-12 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -599.481E-12 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.844E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.576E-03 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.719E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.463E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.851 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.269E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -2.757E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED UNLIKELY. INCREMENT 69 STARTS. ATTEMPT NUMBER 3, TIME INCREMENT 3.000E-03 NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.600 ELAPSED WALLCLOCK TIME (SEC) = 35 ***WARNING: THE SYSTEM MATRIX HAS 24 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 MAX. PENETRATION ERROR -10.0547E-09 AT NODE FINAL-1.58651 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -41.9895E-09 AT NODE FINAL-1.72100 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.835E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -4.028E-02 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -1.122E-03 AT NODE 15569 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.106E-03 AT NODE 15569 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.260E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 1.919E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM RESPONSE WAS LINEAR IN THIS INCREMENT NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.900 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.900 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 3 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 2 MAX. PENETRATION ERROR -8.16256E-09 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -33.5180E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.835E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.432E-02 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -2.339E-03 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.218E-03 AT NODE 13252 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.260E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -9.526E-41 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 ***WARNING: THE SYSTEM MATRIX HAS 2 NEGATIVE EIGENVALUES. EXPLANATIONS ARE SUGGESTED AFTER THE FIRST OCCURRENCE OF THIS MESSAGE. CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 3 MAX. PENETRATION ERROR -31.7564E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -129.821E-09 AT NODE FINAL-1.39886 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.837E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -1.928E-02 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -6.143E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -5.225E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.259E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.020E-40 AT NODE 1 DOF 4 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 4 MAX. PENETRATION ERROR -4.85713E-09 AT NODE FINAL-1.424 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR -20.4885E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.838E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -4.259E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.108E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -1.964E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.259E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -6.597E-41 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.20000 ELAPSED TOTAL CPU TIME (SEC) = 35.800 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 5 MAX. PENETRATION ERROR -1.40439E-09 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -6.91811E-09 AT NODE FINAL-1.61786 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.838E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE 3.480E-04 AT NODE 223 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.697E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -5.896E-04 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.259E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -2.340E-41 AT NODE 1 DOF 6 INSTANCE: UNTEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 35.600 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 6 MAX. PENETRATION ERROR 299.895E-12 AT NODE FINAL-1.528 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) MAX. CONTACT FORCE ERROR 1.48445E-09 AT NODE FINAL-1.61338 OF CONTACT PAIR (ASSEMBLY_S_SURF-10,ASSEMBLY_UNTEN-1_SURF-6) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.838E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.563E-03 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.699E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.339E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.259E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -4.443E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.700 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.800 ELAPSED WALLCLOCK TIME (SEC) = 36 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 7 MAX. PENETRATION ERROR 163.425E-12 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR 615.241E-12 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.838E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE 3.618E-04 AT NODE 223 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.697E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. -2.454E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.259E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION 2.733E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED NUMBER OF EQUATIONS = 261675 NUMBER OF FLOATING PT. OPERATIONS = 6.82E+11 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 35.600 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 35.700 ELAPSED WALLCLOCK TIME (SEC) = 35 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 8 MAX. PENETRATION ERROR -157.751E-12 AT NODE FINAL-1.39469 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) MAX. CONTACT FORCE ERROR -598.828E-12 AT NODE FINAL-1.39467 OF CONTACT PAIR (ASSEMBLY_S_SURF-9,ASSEMBLY_OBEN-1_SURF-5) THE CONTACT CONSTRAINTS HAVE CONVERGED. AVERAGE FORCE 2.838E-03 TIME AVG. FORCE 1.720E-03 LARGEST RESIDUAL FORCE -3.563E-03 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 LARGEST INCREMENT OF DISP. -8.699E-03 AT NODE 4678 DOF 1 INSTANCE: FINAL-1 LARGEST CORRECTION TO DISP. 2.454E-05 AT NODE 18548 DOF 1 INSTANCE: FINAL-1 FORCE EQUILIBRIUM NOT ACHIEVED WITHIN TOLERANCE. AVERAGE MOMENT 0.849 TIME AVG. MOMENT 0.627 ALL MOMENT RESIDUALS ARE ZERO LARGEST INCREMENT OF ROTATION 2.259E-37 AT NODE 1 DOF 5 INSTANCE: OBEN-1 LARGEST CORRECTION TO ROTATION -2.741E-42 AT NODE 1 DOF 5 INSTANCE: OBEN-1 THE MOMENT EQUILIBRIUM EQUATIONS HAVE CONVERGED ***NOTE: THE SOLUTION APPEARS TO BE DIVERGING. CONVERGENCE IS JUDGED UNLIKELY. ***ERROR: TIME INCREMENT REQUIRED IS LESS THAN THE MINIMUM SPECIFIED ***ERROR: THE ANALYSIS HAS BEEN TERMINATED DUE TO PREVIOUS ERRORS. ALL OUTPUT REQUESTS HAVE BEEN WRITTEN FOR THE LAST CONVERGED INCREMENT. ANALYSIS SUMMARY: TOTAL OF 69 INCREMENTS 60 CUTBACKS IN AUTOMATIC INCREMENTATION 231 ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT 231 PASSES THROUGH THE EQUATION SOLVER OF WHICH 231 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 13 WARNING MESSAGES DURING USER INPUT PROCESSING 19 WARNING MESSAGES DURING ANALYSIS 0 ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES 19 ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES 2 ERROR MESSAGES JOB TIME SUMMARY USER TIME (SEC) = 10870. SYSTEM TIME (SEC) = 66.700 TOTAL CPU TIME (SEC) = 10937. WALLCLOCK TIME (SEC) = 10953