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[求助]
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STEP 1 INCREMENT 1 STEP TIME 0.00 S T E P 1 S T A T I C A N A L Y S I S AUTOMATIC TIME CONTROL WITH - A SUGGESTED INITIAL TIME INCREMENT OF 0.200 AND A TOTAL TIME PERIOD OF 1.00 THE MINIMUM TIME INCREMENT ALLOWED IS 1.000E-12 THE MAXIMUM TIME INCREMENT ALLOWED IS 0.200 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 CUT-BACKS ALLOWED IN AN INCREMENT 5 MAXIMUM DISCON. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 50 MAXIMUM CONTACT AUGMENTATIONS FOR *SURFACE BEHAVIOR,AUGMENTED LAGRANGE 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 100 LARGE DISPLACEMENT THEORY WILL BE USED LINEAR EXTRAPOLATION WILL BE USED CHARACTERISTIC ELEMENT LENGTH 1.00 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 0.200 ***WARNING: THERE ARE 2 UNCONNECTED REGIONS IN THE MODEL. NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.200 STEP TIME COMPLETED 0.200 , TOTAL TIME COMPLETED 0.200 INCREMENT 2 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. 0.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.400 STEP TIME COMPLETED 0.400 , TOTAL TIME COMPLETED 0.400 INCREMENT 3 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. -2.220E-16 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.600 STEP TIME COMPLETED 0.600 , TOTAL TIME COMPLETED 0.600 INCREMENT 4 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. 1.332E-15 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.800 STEP TIME COMPLETED 0.800 , TOTAL TIME COMPLETED 0.800 INCREMENT 5 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. -1.110E-15 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 1.00 STEP TIME COMPLETED 1.00 , TOTAL TIME COMPLETED 1.00 1 Abaqus 6.14-1 Date 07-三月-2019 Time 00:03:51 For use by Supplied By SSQ under license from Dassault Systemes or its subsidiary. STEP 2 INCREMENT 1 STEP TIME 0.00 S T E P 2 S T A T I C A N A L Y S I S AUTOMATIC TIME CONTROL WITH - A SUGGESTED INITIAL TIME INCREMENT OF 0.200 AND A TOTAL TIME PERIOD OF 1.00 THE MINIMUM TIME INCREMENT ALLOWED IS 1.000E-05 THE MAXIMUM TIME INCREMENT ALLOWED IS 0.200 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 INIT. VALUE OF TIME AVG. FORCE IS TIME AVG. FORCE IN PREVIOUS STEP 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 INIT. VALUE OF TIME AVG. MOMENT IS TIME AVG. MOMENT IN PREVIOUS STEP 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 CUT-BACKS ALLOWED IN AN INCREMENT 5 MAXIMUM DISCON. ITERS IN TWO INCREMENTS FOR TIME INCREMENT INCREASE 50 MAXIMUM CONTACT AUGMENTATIONS FOR *SURFACE BEHAVIOR,AUGMENTED LAGRANGE 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 100 LARGE DISPLACEMENT THEORY WILL BE USED LINEAR EXTRAPOLATION WILL BE USED CHARACTERISTIC ELEMENT LENGTH 1.00 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 STEP CONSTRAINT INFORMATION FOR OVERCONSTRAINT CHECKS INCREMENT 1 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 ***WARNING: THERE ARE 2 UNCONNECTED REGIONS IN THE MODEL. NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.200 STEP TIME COMPLETED 0.200 , TOTAL TIME COMPLETED 1.20 INCREMENT 2 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.200 STEP TIME COMPLETED 0.200 , TOTAL TIME COMPLETED 1.20 INCREMENT 2 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. 1.665E-15 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.400 STEP TIME COMPLETED 0.400 , TOTAL TIME COMPLETED 1.40 INCREMENT 3 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. -8.882E-16 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.600 STEP TIME COMPLETED 0.600 , TOTAL TIME COMPLETED 1.60 INCREMENT 4 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.0000 ELAPSED TOTAL CPU TIME (SEC) = 0.0000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. 1.776E-15 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 0.800 STEP TIME COMPLETED 0.800 , TOTAL TIME COMPLETED 1.80 INCREMENT 5 STARTS. ATTEMPT NUMBER 1, TIME INCREMENT 0.200 NUMBER OF EQUATIONS = 135 NUMBER OF FLOATING PT. OPERATIONS = 4.98E+04 CHECK POINT START OF SOLVER CHECK POINT END OF SOLVER ELAPSED USER TIME (SEC) = 0.0000 ELAPSED SYSTEM TIME (SEC) = 0.10000 ELAPSED TOTAL CPU TIME (SEC) = 0.10000 ELAPSED WALLCLOCK TIME (SEC) = 0 CONVERGENCE CHECKS FOR EQUILIBRIUM ITERATION 1 AVERAGE FORCE 0.00 TIME AVG. FORCE 1.000E-02 ALL FORCE RESIDUALS ARE ZERO LARGEST INCREMENT OF DISP. -1.00 AT NODE 1 DOF 2 INSTANCE: PART-2-1 LARGEST CORRECTION TO DISP. -2.331E-15 AT NODE 1 DOF 2 INSTANCE: PART-2-1 THERE IS ZERO FORCE EVERYWHERE AVERAGE MOMENT 0.00 TIME AVG. MOMENT 1.000E-02 ALL MOMENT RESIDUALS ARE ZERO ALL ROTATION INCREMENTS ARE ZERO ALL CORRECTION TO ROTATION ARE ZERO THERE IS ZERO MOMENT EVERYWHERE ITERATION SUMMARY FOR THE INCREMENT: 1 TOTAL ITERATIONS, OF WHICH 0 ARE SEVERE DISCONTINUITY ITERATIONS AND 1 ARE EQUILIBRIUM ITERATIONS. TIME INCREMENT COMPLETED 0.200 , FRACTION OF STEP COMPLETED 1.00 STEP TIME COMPLETED 1.00 , TOTAL TIME COMPLETED 2.00 THE ANALYSIS HAS BEEN COMPLETED ANALYSIS SUMMARY: TOTAL OF 10 INCREMENTS 0 CUTBACKS IN AUTOMATIC INCREMENTATION 10 ITERATIONS INCLUDING CONTACT ITERATIONS IF PRESENT 10 PASSES THROUGH THE EQUATION SOLVER OF WHICH 10 INVOLVE MATRIX DECOMPOSITION, INCLUDING 0 DECOMPOSITION(S) OF THE MASS MATRIX 1 REORDERING OF EQUATIONS TO MINIMIZE WAVEFRONT 0 ADDITIONAL RESIDUAL EVALUATIONS FOR LINE SEARCHES 0 ADDITIONAL OPERATOR EVALUATIONS FOR LINE SEARCHES 0 WARNING MESSAGES DURING USER INPUT PROCESSING 2 WARNING MESSAGES DURING ANALYSIS 0 ANALYSIS WARNINGS ARE NUMERICAL PROBLEM MESSAGES 0 ANALYSIS WARNINGS ARE NEGATIVE EIGENVALUE MESSAGES 0 ERROR MESSAGES JOB TIME SUMMARY USER TIME (SEC) = 0.30000 SYSTEM TIME (SEC) = 0.20000 TOTAL CPU TIME (SEC) = 0.50000 WALLCLOCK TIME (SEC) = 0@wuming524 |
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