PERFORM A STATIC ANALYSIS THIS WILL BE A NEW ANALYSIS LARGE DEFORMATION ANALYSIS NEW SOLUTION CONTROL OPTION IS ACTIVATED, THE FOLLOWING COMMANDS ARE RESET TO NEW DEFAULTS: AUTOTS, DELTIM, NSUB, CNVTOL, LNSRCH, PRED, NROPT, TINTP, CUTCONTROL, OPNCONTROL, MONITOR, NEQIT, SSTIF, KBC. CONTACT TIME PREDICTIONS ARE BASED ON ELEMENT KEYOPT(7) SPECIFIED WRITE ALL ITEMS TO THE DATABASE WITH A FREQUENCY OF ALL FOR ALL APPLICABLE ENTITIES USE AUTOMATIC TIME STEPPING THIS LOAD STEP SELECT ALL ENTITIES OF TYPE= ALL AND BELOW TIME= 0.10000 USE 10 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 10 SUBSTEPS AS A MAXIMUM USE 10 SUBSTEPS AS A MINIMUM SPECIFIED CONSTRAINT ROTZ FOR SELECTED NODES 100000 TO 100000 BY 1 REAL=-0.349000000 IMAG= 0.00000000 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ***** ANSYS SOLVE COMMAND ***** *** SELECTION OF ELEMENT TECHNOLOGIES FOR APPLICABLE ELEMENTS *** --- GIVE SUGGESTIONS AND RESET THE KEY OPTIONS --- ELEMENT TYPE 1 IS PLANE183 WITH PLANE STRESS OPTION. NO SUGGESTION IS AVAILABLE AND NO RESETTING IS NEEDED. S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .2-D DEGREES OF FREEDOM. . . . . . UX UY ROTZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 703.939 TIME= 14:32:57 This nonlinear analysis defaults to using the full Newton-Raphson solution procedure. This can be modified using the NROPT command. SOLCONTROL,ON uses sparse matrix direct solver *** NOTE *** CP = 703.939 TIME= 14:32:57 The conditions for direct assembly have been met. No .emat or .erot files will be produced. *** NOTE *** CP = 703.970 TIME= 14:32:57 Internal nodes from 100001 to 100001 are created. 1 internal nodes are used for handling degrees of freedom on pilot nodes of rigid target surfaces. L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 1 TIME AT END OF THE LOAD STEP. . . . . . . . . . 0.10000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH ACTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL ALL SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC. *** NOTE *** CP = 704.204 TIME= 14:32:57 The default contact stiffness starting from Release 12.0 is no longer affected by defined plasticities input by the TB commands. You should confirm that the appropriate contact stiffness was used. *** NOTE *** CP = 704.204 TIME= 14:32:57 It is highly recommended to use the auto contact setting option by issuing CNCHECK,AUTO command for this problem in order to achieve better convergence. *** NOTE *** CP = 704.204 TIME= 14:32:57 Rigid-constraint surface identified by real constant set 2 and contact element type 2 has been set up. The degrees of freedom of rigid surface are driven by the pilot node 100000. Internal MPC will be built. The used degrees of freedom set is UX UY ROTZ Please verify constraints (including rotational degrees of freedom) on the pilot node by yourself. **** CENTER OF MASS, MASS, AND MASS MOMENTS OF INERTIA **** CALCULATIONS ASSUME ELEMENT MASS AT ELEMENT CENTROID TOTAL MASS = 0.78500E-04 MOM. OF INERTIA MOM. OF INERTIA CENTER OF MASS ABOUT ORIGIN ABOUT CENTER OF MASS XC = -0.86322E-16 IXX = 0.2606E-02 IXX = 0.6439E-03 YC = 5.0000 IYY = 0.6476E-01 IYY = 0.6476E-01 ZC = 0.0000 IZZ = 0.6737E-01 IZZ = 0.6541E-01 IXY = -0.4879E-18 IXY = -0.5218E-18 IYZ = 0.000 IYZ = 0.000 IZX = 0.000 IZX = 0.000 *** MASS SUMMARY BY ELEMENT TYPE *** TYPE MASS 1 0.785000E-04 Range of element maximum matrix coefficients in global coordinates Maximum = 32239377.3 at element 71. Minimum = 32239377.3 at element 76. *** ELEMENT MATRIX FORMULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 80 PLANE183 0.000 0.000000 2 8 CONTA172 0.000 0.000000 3 1 TARGE169 0.000 0.000000 Time at end of element matrix formulation CP = 704.204102. ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.rdb FOR POSSIBLE RESUME FROM THIS POINT FORCE CONVERGENCE VALUE = 0.000 CRITERION= 0.5102E-04 SPARSE MATRIX DIRECT SOLVER. Number of equations = 488, Maximum wavefront = 48 Memory allocated for solver = 15.259 MB Memory required for in-core = 0.421 MB Optimal memory required for out-of-core = 0.199 MB Minimum memory required for out-of-core = 0.184 MB *** NOTE *** CP = 704.298 TIME= 14:32:58 The Sparse Matrix solver is currently running in the in-core memory mode. This memory mode uses the most amount of memory in order to avoid using the hard drive as much as possible, which most often results in the fastest solution time. This mode is recommended if enough physical memory is present to accommodate all of the solver data. curEqn= 488 totEqn= 488 Job CP sec= 704.298 Factor Done= 102% Factor Wall sec= 0.001 rate= 507.3 Mflops curEqn= 488 totEqn= 488 Job CP sec= 704.298 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops Sparse solver maximum pivot= 64478754.6 at node 224 UY. Sparse solver minimum pivot= 5066.49708 at node 187 UY. Sparse solver minimum pivot in absolute value= 5066.49708 at node 187 UY. EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.745 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -1.745 FORCE CONVERGENCE VALUE = 0.2976E+05 CRITERION= 28.85 curEqn= 488 totEqn= 488 Job CP sec= 704.469 Factor Done= 102% Factor Wall sec= 0.002 rate= 381.9 Mflops curEqn= 488 totEqn= 488 Job CP sec= 704.469 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2019E-01 LINE SEARCH PARAMETER = 0.9991 SCALED MAX DOF INC = -0.2017E-01 FORCE CONVERGENCE VALUE = 9.245 CRITERION= 29.45 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** ELEMENT RESULT CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 80 PLANE183 0.031 0.000391 2 8 CONTA172 0.000 0.000000 3 1 TARGE169 0.000 0.000000 *** NODAL LOAD CALCULATION TIMES TYPE NUMBER ENAME TOTAL CP AVE CP 1 80 PLANE183 0.000 0.000000 2 8 CONTA172 0.000 0.000000 3 1 TARGE169 0.000 0.000000 *** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 2 *** TIME = 0.100000E-01 TIME INC = 0.100000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5948E+05 CRITERION= 56.57 curEqn= 488 totEqn= 488 Job CP sec= 704.610 Factor Done= 102% Factor Wall sec= 0.001 rate= 521.4 Mflops curEqn= 488 totEqn= 488 Job CP sec= 704.610 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4040E-01 LINE SEARCH PARAMETER = 0.9985 SCALED MAX DOF INC = -0.4034E-01 FORCE CONVERGENCE VALUE = 33.32 CRITERION= 57.73 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 704.703 Factor Done= 102% Factor Wall sec= 0.001 rate= 520.4 Mflops curEqn= 488 totEqn= 488 Job CP sec= 704.734 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5767E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5767E-03 FORCE CONVERGENCE VALUE = 0.1995E-01 CRITERION= 58.89 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 4 *** TIME = 0.200000E-01 TIME INC = 0.100000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5948E+05 CRITERION= 84.83 curEqn= 488 totEqn= 488 Job CP sec= 704.891 Factor Done= 102% Factor Wall sec= 0.001 rate= 513.7 Mflops curEqn= 488 totEqn= 488 Job CP sec= 704.891 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4038E-01 LINE SEARCH PARAMETER = 0.9985 SCALED MAX DOF INC = -0.4032E-01 FORCE CONVERGENCE VALUE = 34.47 CRITERION= 86.59 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 704.969 Factor Done= 102% Factor Wall sec= 0.002 rate= 362.9 Mflops curEqn= 488 totEqn= 488 Job CP sec= 704.969 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8654E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8654E-03 FORCE CONVERGENCE VALUE = 0.3619E-01 CRITERION= 88.33 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 6 *** TIME = 0.300000E-01 TIME INC = 0.100000E-01 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5945E+05 CRITERION= 113.2 curEqn= 488 totEqn= 488 Job CP sec= 705.078 Factor Done= 102% Factor Wall sec= 0.001 rate= 522.6 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.078 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4051E-01 LINE SEARCH PARAMETER = 0.9979 SCALED MAX DOF INC = -0.4042E-01 FORCE CONVERGENCE VALUE = 236.1 CRITERION= 115.4 curEqn= 488 totEqn= 488 Job CP sec= 705.187 Factor Done= 102% Factor Wall sec= 0.001 rate= 522.0 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.187 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2547E-02 LINE SEARCH PARAMETER = 0.9993 SCALED MAX DOF INC = 0.2546E-02 FORCE CONVERGENCE VALUE = 0.2552 CRITERION= 117.7 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 705.234 Factor Done= 102% Factor Wall sec= 0.001 rate= 523.9 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.234 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9561E-06 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9561E-06 FORCE CONVERGENCE VALUE = 0.2066E-03 CRITERION= 120.1 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 9 *** TIME = 0.400000E-01 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.3824E-04 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5916E+05 CRITERION= 140.8 curEqn= 488 totEqn= 488 Job CP sec= 705.327 Factor Done= 102% Factor Wall sec= 0.001 rate= 522.2 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.327 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4044E-01 LINE SEARCH PARAMETER = 0.9980 SCALED MAX DOF INC = -0.4036E-01 FORCE CONVERGENCE VALUE = 315.7 CRITERION= 143.6 curEqn= 488 totEqn= 488 Job CP sec= 705.452 Factor Done= 102% Factor Wall sec= 0.001 rate= 522.8 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.452 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3004E-02 LINE SEARCH PARAMETER = 0.9995 SCALED MAX DOF INC = 0.3003E-02 FORCE CONVERGENCE VALUE = 0.3663 CRITERION= 146.4 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 705.546 Factor Done= 102% Factor Wall sec= 0.001 rate= 524.9 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.546 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7417E-06 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7417E-06 FORCE CONVERGENCE VALUE = 0.4195E-03 CRITERION= 149.4 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 12 *** TIME = 0.500000E-01 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.1248E-03 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5889E+05 CRITERION= 167.8 curEqn= 488 totEqn= 488 Job CP sec= 705.671 Factor Done= 102% Factor Wall sec= 0.001 rate= 522.2 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.671 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4055E-01 LINE SEARCH PARAMETER = 0.9977 SCALED MAX DOF INC = -0.4046E-01 FORCE CONVERGENCE VALUE = 254.3 CRITERION= 170.8 curEqn= 488 totEqn= 488 Job CP sec= 705.764 Factor Done= 102% Factor Wall sec= 0.001 rate= 523.3 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.764 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3916E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3916E-02 FORCE CONVERGENCE VALUE = 2.494 CRITERION= 174.2 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 14 *** TIME = 0.600000E-01 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.2473E-03 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5853E+05 CRITERION= 193.1 curEqn= 488 totEqn= 488 Job CP sec= 705.889 Factor Done= 102% Factor Wall sec= 0.001 rate= 521.0 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.889 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4059E-01 LINE SEARCH PARAMETER = 0.9977 SCALED MAX DOF INC = -0.4050E-01 FORCE CONVERGENCE VALUE = 283.3 CRITERION= 196.7 curEqn= 488 totEqn= 488 Job CP sec= 705.967 Factor Done= 102% Factor Wall sec= 0.001 rate= 522.8 Mflops curEqn= 488 totEqn= 488 Job CP sec= 705.967 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4998E-02 LINE SEARCH PARAMETER = 0.9994 SCALED MAX DOF INC = 0.4995E-02 FORCE CONVERGENCE VALUE = 0.8448 CRITERION= 200.6 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 706.045 Factor Done= 102% Factor Wall sec= 0.002 rate= 487.4 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.045 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1843E-05 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1843E-05 FORCE CONVERGENCE VALUE = 0.6947E-03 CRITERION= 204.7 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 7 COMPLETED. CUM ITER = 17 *** TIME = 0.700000E-01 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.3936E-03 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5817E+05 CRITERION= 217.0 curEqn= 488 totEqn= 488 Job CP sec= 706.154 Factor Done= 102% Factor Wall sec= 0.001 rate= 523.3 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.154 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4034E-01 LINE SEARCH PARAMETER = 0.9982 SCALED MAX DOF INC = -0.4027E-01 FORCE CONVERGENCE VALUE = 354.3 CRITERION= 221.0 curEqn= 488 totEqn= 488 Job CP sec= 706.248 Factor Done= 102% Factor Wall sec= 0.001 rate= 519.3 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.248 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4713E-02 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4713E-02 FORCE CONVERGENCE VALUE = 0.8497 CRITERION= 225.4 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2 *** LOAD STEP 1 SUBSTEP 8 COMPLETED. CUM ITER = 19 *** TIME = 0.800000E-01 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.5471E-03 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5785E+05 CRITERION= 239.1 curEqn= 488 totEqn= 488 Job CP sec= 706.404 Factor Done= 102% Factor Wall sec= 0.001 rate= 524.2 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.404 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4044E-01 LINE SEARCH PARAMETER = 0.9980 SCALED MAX DOF INC = -0.4036E-01 FORCE CONVERGENCE VALUE = 294.1 CRITERION= 243.7 curEqn= 488 totEqn= 488 Job CP sec= 706.466 Factor Done= 102% Factor Wall sec= 0.001 rate= 512.6 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.497 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5166E-02 LINE SEARCH PARAMETER = 0.9997 SCALED MAX DOF INC = 0.5164E-02 FORCE CONVERGENCE VALUE = 1.054 CRITERION= 248.5 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 706.560 Factor Done= 102% Factor Wall sec= 0.001 rate= 516.6 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.560 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.7745E-06 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.7745E-06 FORCE CONVERGENCE VALUE = 0.1490E-02 CRITERION= 253.5 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 9 COMPLETED. CUM ITER = 22 *** TIME = 0.900000E-01 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.6916E-03 CRITERION = 0.1500 *** AUTO STEP TIME: NEXT TIME INC = 0.10000E-01 UNCHANGED FORCE CONVERGENCE VALUE = 0.5757E+05 CRITERION= 259.5 curEqn= 488 totEqn= 488 Job CP sec= 706.716 Factor Done= 102% Factor Wall sec= 0.001 rate= 514.3 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.716 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4034E-01 LINE SEARCH PARAMETER = 0.9977 SCALED MAX DOF INC = -0.4025E-01 FORCE CONVERGENCE VALUE = 309.4 CRITERION= 264.6 curEqn= 488 totEqn= 488 Job CP sec= 706.778 Factor Done= 102% Factor Wall sec= 0.001 rate= 518.5 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.809 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.5589E-02 LINE SEARCH PARAMETER = 0.9995 SCALED MAX DOF INC = 0.5586E-02 FORCE CONVERGENCE VALUE = 1.201 CRITERION= 269.8 <<< CONVERGED curEqn= 488 totEqn= 488 Job CP sec= 706.903 Factor Done= 102% Factor Wall sec= 0.002 rate= 482.2 Mflops curEqn= 488 totEqn= 488 Job CP sec= 706.903 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1901E-05 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1901E-05 FORCE CONVERGENCE VALUE = 0.9717E-03 CRITERION= 275.3 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 3 *** LOAD STEP 1 SUBSTEP 10 COMPLETED. CUM ITER = 25 *** TIME = 0.100000 TIME INC = 0.100000E-01 *** MAX PLASTIC STRAIN STEP = 0.8200E-03 CRITERION = 0.1500 *** NOTE *** CP = 706.997 TIME= 14:32:59 Solution is done! *** ANSYS BINARY FILE STATISTICS BUFFER SIZE USED= 16384 0.250 MB WRITTEN ON ELEMENT SAVED DATA FILE: file.esav 0.188 MB WRITTEN ON ASSEMBLED MATRIX FILE: file.full 1.812 MB WRITTEN ON RESULTS FILE: file.rst FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 707.277 *** NOTE *** CP = 707.277 TIME= 14:32:59 A total of 33 warnings and errors written to C:\Users\DaWink\file.err. ***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 Element faceting set to 1 facets per edge. DISPLAY NODAL SOLUTION, ITEM=S COMP=X EXIT THE ANSYS POST1 DATABASE PROCESSOR ***** ROUTINE COMPLETED ***** CP = 708.042 *** NOTE *** CP = 708.042 TIME= 14:33:00 A total of 33 warnings and errors written to C:\Users\DaWink\file.err. ***** ANSYS SOLUTION ROUTINE ***** PERFORM A STATIC ANALYSIS RESTART PREVIOUSLY RUN ANALYSIS TO ADD ADDITIONAL LOAD STEPS RESTART WILL BE CONTINUED WITH EXISTING LOADSTEP RESTART WILL BE PERFORMED BASED ON: PREVIOUS LOADSTEP = 1 SUBSTEP = 10 RESUME ANSYS DATA FROM FILE NAME=file.rdb DO NOT PLOT ANYTHING *** ANSYS GLOBAL STATUS *** TITLE = Biegebalken_10s ANALYSIS TYPE = STATIC (STEADY-STATE) NUMBER OF ELEMENT TYPES = 3 89 ELEMENTS CURRENTLY SELECTED. MAX ELEMENT NUMBER = 100000 279 NODES CURRENTLY SELECTED. MAX NODE NUMBER = 100001 4 KEYPOINTS CURRENTLY SELECTED. MAX KEYPOINT NUMBER = 4 4 LINES CURRENTLY SELECTED. MAX LINE NUMBER = 4 1 AREAS CURRENTLY SELECTED. MAX AREA NUMBER = 1 MAXIMUM LINEAR PROPERTY NUMBER = 3 MAXIMUM REAL CONSTANT SET NUMBER = 2 ACTIVE COORDINATE SYSTEM = 0 (CARTESIAN) MAXIMUM CONSTRAINT EQUATION NUMBER = 50 NUMBER OF SPECIFIED CONSTRAINTS = 38 CURRENT LOAD CASE = 0 OF 0 LOAD SET = 1 SUBSTEP = 1 TIME/FREQ = 0.10000E-01 INITIAL JOBNAME = file CURRENT JOBNAME = file RESTART PROCEDURE RE-BUILDS BOUNDARY CONDITIONS AND LOADING INFO UPTO THE CURRENT LOADSTEP READ ANSYS LOADS DATA FROM FILE= file.ldhi DELETE SOLID MODEL BOUNDARY CONDITIONS NUMBER OF NODAL CONSTRAINTS DELETED = 38 *** NOTE *** CP = 708.416 TIME= 14:33:00 The number of results set on the restart command is the last set on the RST file. No updating for the RST file is required. TIME= 0.15000 USE 10 SUBSTEPS INITIALLY THIS LOAD STEP FOR ALL DEGREES OF FREEDOM FOR AUTOMATIC TIME STEPPING: USE 10 SUBSTEPS AS A MAXIMUM USE 10 SUBSTEPS AS A MINIMUM DELETE ALL SPECIFIED CONSTRAINTS FROM NODE 100000 TO 100000 BY 1 NUMBER OF SPECIFIED CONSTRAINTS DELETED= 1 SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ***** ANSYS SOLVE COMMAND ***** S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .2-D DEGREES OF FREEDOM. . . . . . UX UY ROTZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) RESTART. . . . . . . . . . . . . . . . . . .ON NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON STRESS-STIFFENING . . . . . . . . . . . . . . .ON EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 709.368 TIME= 14:33:01 The conditions for direct assembly have been met. No .emat or .erot files will be produced. L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 2 TIME AT END OF THE LOAD STEP. . . . . . . . . . 0.15000 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH ACTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL ALL SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC. FORCE CONVERGENCE VALUE = 0.4971E+06 CRITERION= 256.9 curEqn= 489 totEqn= 489 Job CP sec= 709.508 Factor Done= 102% Factor Wall sec= 0.001 rate= 517.0 Mflops curEqn= 489 totEqn= 489 Job CP sec= 709.508 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 15.32 LINE SEARCH PARAMETER = 0.2532 SCALED MAX DOF INC = 3.878 FORCE CONVERGENCE VALUE = 0.4765E+06 CRITERION= 200.4 curEqn= 489 totEqn= 489 Job CP sec= 709.617 Factor Done= 102% Factor Wall sec= 0.001 rate= 517.9 Mflops curEqn= 489 totEqn= 489 Job CP sec= 709.617 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 3.460 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 3.460 FORCE CONVERGENCE VALUE = 0.1485E+06 CRITERION= 157.7 curEqn= 489 totEqn= 489 Job CP sec= 709.695 Factor Done= 102% Factor Wall sec= 0.001 rate= 520.5 Mflops curEqn= 489 totEqn= 489 Job CP sec= 709.695 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 2.859 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 2.859 FORCE CONVERGENCE VALUE = 0.6772E+05 CRITERION= 108.3 curEqn= 489 totEqn= 489 Job CP sec= 709.758 Factor Done= 102% Factor Wall sec= 0.001 rate= 520.5 Mflops curEqn= 489 totEqn= 489 Job CP sec= 709.758 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 2.617 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 2.617 FORCE CONVERGENCE VALUE = 0.6223E+05 CRITERION= 65.42 curEqn= 489 totEqn= 489 Job CP sec= 709.851 Factor Done= 102% Factor Wall sec= 0.001 rate= 510.1 Mflops curEqn= 489 totEqn= 489 Job CP sec= 709.851 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.466 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 1.466 FORCE CONVERGENCE VALUE = 0.1723E+05 CRITERION= 40.53 curEqn= 489 totEqn= 489 Job CP sec= 709.945 Factor Done= 102% Factor Wall sec= 0.001 rate= 520.0 Mflops curEqn= 489 totEqn= 489 Job CP sec= 709.945 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 1.086 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 1.086 FORCE CONVERGENCE VALUE = 9859. CRITERION= 25.73 curEqn= 489 totEqn= 489 Job CP sec= 710.039 Factor Done= 102% Factor Wall sec= 0.001 rate= 521.3 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.039 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.2489 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.2489 FORCE CONVERGENCE VALUE = 357.2 CRITERION= 23.92 curEqn= 489 totEqn= 489 Job CP sec= 710.085 Factor Done= 102% Factor Wall sec= 0.002 rate= 441.6 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.085 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3533E-01 LINE SEARCH PARAMETER = 0.9960 SCALED MAX DOF INC = 0.3518E-01 FORCE CONVERGENCE VALUE = 7.075 CRITERION= 24.14 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 8 *** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 34 *** TIME = 0.105000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.4604E+07 CRITERION= 244.3 curEqn= 489 totEqn= 489 Job CP sec= 710.195 Factor Done= 102% Factor Wall sec= 0.001 rate= 490.5 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.226 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.618 LINE SEARCH PARAMETER = 0.8669 SCALED MAX DOF INC = -3.136 FORCE CONVERGENCE VALUE = 0.1965E+06 CRITERION= 244.6 curEqn= 489 totEqn= 489 Job CP sec= 710.288 Factor Done= 102% Factor Wall sec= 0.001 rate= 514.5 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.319 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -7.845 LINE SEARCH PARAMETER = 0.4095 SCALED MAX DOF INC = -3.213 FORCE CONVERGENCE VALUE = 0.1517E+06 CRITERION= 209.3 curEqn= 489 totEqn= 489 Job CP sec= 710.413 Factor Done= 102% Factor Wall sec= 0.003 rate= 254.8 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.413 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.351 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -3.351 FORCE CONVERGENCE VALUE = 0.9663E+05 CRITERION= 152.2 curEqn= 489 totEqn= 489 Job CP sec= 710.507 Factor Done= 102% Factor Wall sec= 0.001 rate= 500.9 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.507 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -3.403 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -3.403 FORCE CONVERGENCE VALUE = 0.9124E+05 CRITERION= 87.85 curEqn= 489 totEqn= 489 Job CP sec= 710.600 Factor Done= 102% Factor Wall sec= 0.001 rate= 520.8 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.600 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.948 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -1.948 FORCE CONVERGENCE VALUE = 0.3236E+05 CRITERION= 53.61 curEqn= 489 totEqn= 489 Job CP sec= 710.694 Factor Done= 102% Factor Wall sec= 0.001 rate= 516.4 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.694 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -1.897 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -1.897 FORCE CONVERGENCE VALUE = 0.3011E+05 CRITERION= 24.87 curEqn= 489 totEqn= 489 Job CP sec= 710.787 Factor Done= 102% Factor Wall sec= 0.002 rate= 372.1 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.787 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6497 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6497 FORCE CONVERGENCE VALUE = 3573. CRITERION= 22.43 curEqn= 489 totEqn= 489 Job CP sec= 710.865 Factor Done= 102% Factor Wall sec= 0.001 rate= 486.8 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.865 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2951 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2951 FORCE CONVERGENCE VALUE = 734.3 CRITERION= 24.03 curEqn= 489 totEqn= 489 Job CP sec= 710.959 Factor Done= 102% Factor Wall sec= 0.001 rate= 517.8 Mflops curEqn= 489 totEqn= 489 Job CP sec= 710.959 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.1644E-01 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.1644E-01 FORCE CONVERGENCE VALUE = 2.282 CRITERION= 24.63 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 9 *** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 43 *** TIME = 0.110000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 3.965 CRITERION= 20.53 curEqn= 489 totEqn= 489 Job CP sec= 711.084 Factor Done= 102% Factor Wall sec= 0.001 rate= 518.9 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.084 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.3334E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.3334E-03 FORCE CONVERGENCE VALUE = 0.1094E-02 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 44 *** TIME = 0.115000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 2.281 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.209 Factor Done= 102% Factor Wall sec= 0.001 rate= 514.9 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.209 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1907E-03 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1907E-03 FORCE CONVERGENCE VALUE = 0.2239E-03 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 4 COMPLETED. CUM ITER = 45 *** TIME = 0.120000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1110E-02 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.349 Factor Done= 102% Factor Wall sec= 0.001 rate= 516.5 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.349 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2678E-07 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.2678E-07 FORCE CONVERGENCE VALUE = 0.1059E-06 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 5 COMPLETED. CUM ITER = 46 *** TIME = 0.125000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2239E-03 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.474 Factor Done= 102% Factor Wall sec= 0.001 rate= 515.3 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.474 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1186E-07 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1186E-07 FORCE CONVERGENCE VALUE = 0.6433E-07 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 6 COMPLETED. CUM ITER = 47 *** TIME = 0.130000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1618E-06 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.599 Factor Done= 102% Factor Wall sec= 0.001 rate= 510.1 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.599 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4841E-11 LINE SEARCH PARAMETER = 0.9813 SCALED MAX DOF INC = -0.4750E-11 FORCE CONVERGENCE VALUE = 0.8496E-07 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 7 COMPLETED. CUM ITER = 48 *** TIME = 0.135000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.2112E-06 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.723 Factor Done= 102% Factor Wall sec= 0.001 rate= 512.7 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.723 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9204E-12 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9204E-12 FORCE CONVERGENCE VALUE = 0.4835E-07 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 8 COMPLETED. CUM ITER = 49 *** TIME = 0.140000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1286E-06 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.833 Factor Done= 102% Factor Wall sec= 0.001 rate= 516.5 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.833 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.9148E-13 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.9148E-13 FORCE CONVERGENCE VALUE = 0.5417E-07 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 9 COMPLETED. CUM ITER = 50 *** TIME = 0.145000 TIME INC = 0.500000E-02 *** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGED FORCE CONVERGENCE VALUE = 0.1086E-06 CRITERION= 20.54 curEqn= 489 totEqn= 489 Job CP sec= 711.957 Factor Done= 102% Factor Wall sec= 0.001 rate= 519.1 Mflops curEqn= 489 totEqn= 489 Job CP sec= 711.957 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.6523E-14 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.6523E-14 FORCE CONVERGENCE VALUE = 0.1203E-07 CRITERION= 20.96 <<< CONVERGED >>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1 *** LOAD STEP 2 SUBSTEP 10 COMPLETED. CUM ITER = 51 *** TIME = 0.150000 TIME INC = 0.500000E-02 *** NOTE *** CP = 712.035 TIME= 14:33:03 Solution is done! FINISH SOLUTION PROCESSING ***** ROUTINE COMPLETED ***** CP = 712.425 *** NOTE *** CP = 712.425 TIME= 14:33:03 A total of 33 warnings and errors written to C:\Users\DaWink\file.err. ***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 Element faceting set to 1 facets per edge. DISPLAY NODAL SOLUTION, ITEM=S COMP=X EXIT THE ANSYS POST1 DATABASE PROCESSOR ***** ROUTINE COMPLETED ***** CP = 713.096 *** NOTE *** CP = 713.096 TIME= 14:33:04 A total of 33 warnings and errors written to C:\Users\DaWink\file.err. ***** ANSYS SOLUTION ROUTINE ***** PERFORM A STATIC ANALYSIS RESTART PREVIOUSLY RUN ANALYSIS TO ADD ADDITIONAL LOAD STEPS RESTART WILL BE CONTINUED WITH EXISTING LOADSTEP RESTART WILL BE PERFORMED BASED ON: PREVIOUS LOADSTEP = 2 SUBSTEP = 10 RESUME ANSYS DATA FROM FILE NAME=file.rdb DO NOT PLOT ANYTHING *** ANSYS GLOBAL STATUS *** TITLE = Biegebalken_10s ANALYSIS TYPE = STATIC (STEADY-STATE) NUMBER OF ELEMENT TYPES = 3 89 ELEMENTS CURRENTLY SELECTED. MAX ELEMENT NUMBER = 100000 279 NODES CURRENTLY SELECTED. MAX NODE NUMBER = 100001 4 KEYPOINTS CURRENTLY SELECTED. MAX KEYPOINT NUMBER = 4 4 LINES CURRENTLY SELECTED. MAX LINE NUMBER = 4 1 AREAS CURRENTLY SELECTED. MAX AREA NUMBER = 1 MAXIMUM LINEAR PROPERTY NUMBER = 3 MAXIMUM REAL CONSTANT SET NUMBER = 2 ACTIVE COORDINATE SYSTEM = 0 (CARTESIAN) MAXIMUM CONSTRAINT EQUATION NUMBER = 50 NUMBER OF SPECIFIED CONSTRAINTS = 38 CURRENT LOAD CASE = 0 OF 0 LOAD SET = 1 SUBSTEP = 1 TIME/FREQ = 0.10000E-01 INITIAL JOBNAME = file CURRENT JOBNAME = file RESTART PROCEDURE RE-BUILDS BOUNDARY CONDITIONS AND LOADING INFO UPTO THE CURRENT LOADSTEP READ ANSYS LOADS DATA FROM FILE= file.ldhi DELETE SOLID MODEL BOUNDARY CONDITIONS NUMBER OF NODAL CONSTRAINTS DELETED = 38 *** NOTE *** CP = 713.471 TIME= 14:33:04 The number of results set on the restart command is the last set on the RST file. No updating for the RST file is required. SELECT FOR ITEM=LOC COMPONENT=Y BETWEEN 6.0000 AND 10.000 KABS= 0. TOLERANCE= 0.400000E-07 117 NODES (OF 279 DEFINED) SELECTED BY NSEL COMMAND. SELECT ONLY ELEMENTS COMPLETELY CONTAINED WITHIN NODE SET. 33 ELEMENTS (OF 89 DEFINED) SELECTED FROM 117 SELECTED NODES BY ESLN COMMAND. KILL ALL CURRENTLY SELECTED ELEMENTS SELECT ALL ENTITIES OF TYPE= ALL AND BELOW ***** ANSYS SOLVE COMMAND ***** S O L U T I O N O P T I O N S PROBLEM DIMENSIONALITY. . . . . . . . . . . . .2-D DEGREES OF FREEDOM. . . . . . UX UY ROTZ ANALYSIS TYPE . . . . . . . . . . . . . . . . .STATIC (STEADY-STATE) RESTART. . . . . . . . . . . . . . . . . . .ON NONLINEAR GEOMETRIC EFFECTS . . . . . . . . . .ON STRESS-STIFFENING . . . . . . . . . . . . . . .ON EQUATION SOLVER OPTION. . . . . . . . . . . . .SPARSE PLASTIC MATERIAL PROPERTIES INCLUDED. . . . . .YES NEWTON-RAPHSON OPTION . . . . . . . . . . . . .PROGRAM CHOSEN GLOBALLY ASSEMBLED MATRIX . . . . . . . . . . .SYMMETRIC *** NOTE *** CP = 714.609 TIME= 14:33:05 The conditions for direct assembly have been met. No .emat or .erot files will be produced. L O A D S T E P O P T I O N S LOAD STEP NUMBER. . . . . . . . . . . . . . . . 3 TIME AT END OF THE LOAD STEP. . . . . . . . . . 1.1500 AUTOMATIC TIME STEPPING . . . . . . . . . . . . ON INITIAL NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MINIMUM NUMBER OF SUBSTEPS . . . . . . . . . 10 MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS. . . . 15 STEP CHANGE BOUNDARY CONDITIONS . . . . . . . . NO STRESS-STIFFENING . . . . . . . . . . . . . . . ON TERMINATE ANALYSIS IF NOT CONVERGED . . . . . .YES (EXIT) CONVERGENCE CONTROLS. . . . . . . . . . . . . .USE DEFAULTS COPY INTEGRATION POINT VALUES TO NODE . . . . .YES, FOR ELEMENTS WITH ACTIVE MAT. NONLINEARITIES PRINT OUTPUT CONTROLS . . . . . . . . . . . . .NO PRINTOUT DATABASE OUTPUT CONTROLS ITEM FREQUENCY COMPONENT ALL ALL SOLUTION MONITORING INFO IS WRITTEN TO FILE= file.mntr MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS HAS BEEN MODIFIED TO BE, NEQIT = 25, BY SOLUTION CONTROL LOGIC. FORCE CONVERGENCE VALUE = 1358. CRITERION= 15.08 curEqn= 503 totEqn= 503 Job CP sec= 714.719 Factor Done= 102% Factor Wall sec= 0.002 rate= 561.2 Mflops curEqn= 503 totEqn= 503 Job CP sec= 714.719 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2435 LINE SEARCH PARAMETER = 0.9365 SCALED MAX DOF INC = -0.2317 FORCE CONVERGENCE VALUE = 988.3 CRITERION= 16.09 curEqn= 503 totEqn= 503 Job CP sec= 714.781 Factor Done= 102% Factor Wall sec= 0.002 rate= 574.7 Mflops curEqn= 503 totEqn= 503 Job CP sec= 714.781 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1488E-01 LINE SEARCH PARAMETER = 0.9205 SCALED MAX DOF INC = 0.1877E-01 FORCE CONVERGENCE VALUE = 910.3 CRITERION= 16.35 curEqn= 503 totEqn= 503 Job CP sec= 714.875 Factor Done= 102% Factor Wall sec= 0.002 rate= 563.0 Mflops curEqn= 503 totEqn= 503 Job CP sec= 714.906 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1311E-02 LINE SEARCH PARAMETER = 0.9744 SCALED MAX DOF INC = 0.6323E-02 FORCE CONVERGENCE VALUE = 911.5 CRITERION= 16.67 curEqn= 503 totEqn= 503 Job CP sec= 714.999 Factor Done= 102% Factor Wall sec= 0.002 rate= 586.2 Mflops curEqn= 503 totEqn= 503 Job CP sec= 714.999 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.7988E-04 LINE SEARCH PARAMETER = 0.9993 SCALED MAX DOF INC = 0.5076E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 17.01 curEqn= 503 totEqn= 503 Job CP sec= 715.062 Factor Done= 102% Factor Wall sec= 0.002 rate= 516.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.062 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 5 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 17.36 curEqn= 503 totEqn= 503 Job CP sec= 715.140 Factor Done= 102% Factor Wall sec= 0.003 rate= 322.6 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.140 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 6 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 17.71 curEqn= 503 totEqn= 503 Job CP sec= 715.233 Factor Done= 102% Factor Wall sec= 0.002 rate= 401.3 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.233 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 7 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 18.08 curEqn= 503 totEqn= 503 Job CP sec= 715.327 Factor Done= 102% Factor Wall sec= 0.003 rate= 332.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.327 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 8 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 18.44 curEqn= 503 totEqn= 503 Job CP sec= 715.389 Factor Done= 102% Factor Wall sec= 0.002 rate= 539.5 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.389 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 9 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 18.82 curEqn= 503 totEqn= 503 Job CP sec= 715.483 Factor Done= 102% Factor Wall sec= 0.002 rate= 609.0 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.483 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 10 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 19.20 curEqn= 503 totEqn= 503 Job CP sec= 715.577 Factor Done= 102% Factor Wall sec= 0.002 rate= 603.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.577 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 11 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 19.60 curEqn= 503 totEqn= 503 Job CP sec= 715.670 Factor Done= 102% Factor Wall sec= 0.002 rate= 557.5 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.670 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 12 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 20.00 curEqn= 503 totEqn= 503 Job CP sec= 715.764 Factor Done= 102% Factor Wall sec= 0.002 rate= 596.9 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.764 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 13 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 20.40 curEqn= 503 totEqn= 503 Job CP sec= 715.842 Factor Done= 102% Factor Wall sec= 0.001 rate= 617.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.842 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 14 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 20.82 curEqn= 503 totEqn= 503 Job CP sec= 715.935 Factor Done= 102% Factor Wall sec= 0.002 rate= 592.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.935 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 15 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 21.25 curEqn= 503 totEqn= 503 Job CP sec= 715.982 Factor Done= 102% Factor Wall sec= 0.002 rate= 608.6 Mflops curEqn= 503 totEqn= 503 Job CP sec= 715.982 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 16 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 21.68 curEqn= 503 totEqn= 503 Job CP sec= 716.076 Factor Done= 102% Factor Wall sec= 0.001 rate= 611.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.076 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 17 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 22.12 curEqn= 503 totEqn= 503 Job CP sec= 716.169 Factor Done= 102% Factor Wall sec= 0.002 rate= 592.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.169 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 18 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 22.57 curEqn= 503 totEqn= 503 Job CP sec= 716.247 Factor Done= 102% Factor Wall sec= 0.002 rate= 524.5 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.247 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 19 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 23.03 curEqn= 503 totEqn= 503 Job CP sec= 716.310 Factor Done= 102% Factor Wall sec= 0.002 rate= 601.1 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.310 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 20 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 23.50 curEqn= 503 totEqn= 503 Job CP sec= 716.419 Factor Done= 102% Factor Wall sec= 0.002 rate= 609.5 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.419 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 21 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 23.98 curEqn= 503 totEqn= 503 Job CP sec= 716.481 Factor Done= 102% Factor Wall sec= 0.003 rate= 323.2 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.497 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 22 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 24.47 curEqn= 503 totEqn= 503 Job CP sec= 716.544 Factor Done= 102% Factor Wall sec= 0.001 rate= 616.5 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.544 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 23 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.5043E-02 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 24.97 curEqn= 503 totEqn= 503 Job CP sec= 716.637 Factor Done= 102% Factor Wall sec= 0.003 rate= 278.5 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.637 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 24 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 25.48 curEqn= 503 totEqn= 503 Job CP sec= 716.715 Factor Done= 102% Factor Wall sec= 0.002 rate= 389.4 Mflops curEqn= 503 totEqn= 503 Job CP sec= 716.715 Factor Done= 102% Factor Wall sec= 0.000 rate= 0.0 Mflops EQUIL ITER 25 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.8000E-04 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.8000E-04 FORCE CONVERGENCE VALUE = 911.6 CRITERION= 25.48 *** ERROR *** CP = 716.778 TIME= 14:33:06 Solution not converged at time 0.25 (load step 3 substep 1). Run terminated. *** WARNING *** CP = 716.918 TIME= 14:33:07 The unconverged solution (identified as time 1.15 substep 999999) is output for analysis debug purposes. Results should not be used for any other purpose. R E S T A R T I N F O R M A T I O N REASON FOR TERMINATION. . . . . . . . . .UNCONVERGED SOLUTION FILES NEEDED FOR RESTARTING . . . . . . . file.Rnnn file.ldhi file.rdb TIME OF LAST SOLUTION . . . . . . . . . . 0.15000 TIME AT START OF THE LOAD STEP . . . . 0.15000 TIME AT END OF THE LOAD STEP . . . . . 1.1500 NOTE: FOR CONVERGING SOLUTIONS, ADDITIONAL EQUILIBRIUM ITERATIONS MAY BE ADDED IN THE RESTART (NEQIT COMMAND) USING THE RESTART FILE file.Rnnn ALL CURRENT ANSYS DATA WRITTEN TO FILE NAME= file.db FOR POSSIBLE RESUME FROM THIS POINT ***** ROUTINE COMPLETED ***** CP = 717.012 *** NOTE *** CP = 717.012 TIME= 14:33:07 A total of 35 warnings and errors written to C:\Users\DaWink\file.err. ***** ANSYS RESULTS INTERPRETATION (POST1) ***** ENTER /SHOW,DEVICE-NAME TO ENABLE GRAPHIC DISPLAY ENTER FINISH TO LEAVE POST1 Element faceting set to 1 facets per edge. DISPLAY NODAL SOLUTION, ITEM=S COMP=X *** WARNING *** CP = 717.636 TIME= 14:33:08 The requested S data is not available. The PLNSOL command is ignored.