*** NOTE *** CP= 13.891 TIME= 11:09:22
Nonlinear analysis, NROPT set to 1 (full Newton-Raphson solution
procedure) for all DOFs.Check-
ing Lo-
gic
Load L O A D S T E P O P T I O N S
step LOAD STEP NUMBER................ 2
sum- TIME AT END OF THE LOAD STEP.......... 200.00
mary AUTOMATIC TIME STEPPING............ ON
tableINITIAL NUMBER OF SUBSTEPS......... 100
MAXIMUM NUMBER OF SUBSTEPS......... 10000
MINIMUM NUMBER OF SUBSTEPS......... 10
MAXIMUM NUMBER OF EQUILIBRIUM ITERATIONS.... 15
STEP CHANGE BOUNDARY CONDITIONS........ NO
TERMINATE ANALYSIS IF NOT CONVERGED..... .YES (EXIT)
CONVERGENCE CONTROLS............. .USE DEFAULTS
PRINT OUTPUT CONTROLS............ .NO PRINTOUT
DATABASE OUTPUT CONTROLS
ITEM FREQUENCY COMPONENT
BASI -10FORCE CONVERGENCE VALUE = 0.2006E+06 CRITERION= 1125.
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1272E-01Load
step 2 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1272E-01
substep
1FORCE CONVERGENCE VALUE = 4267. CRITERION= 480.2
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.9019E-03
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.9019E-03
FORCE CONVERGENCE VALUE = 1751. CRITERION= 488.2
EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1746E-03
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1746E-03
FORCE CONVERGENCE VALUE = 778.5 CRITERION= 497.7
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.6943E-04
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.6943E-04
FORCE CONVERGENCE VALUE = 347.4 CRITERION= 507.7 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4
*** LOAD STEP 2 SUBSTEP 1 COMPLETED. CUM ITER = 7
*** TIME = 101.000 TIME INC = 1.00000FORCE CONVERGENCE VALUE = 0.6674E+05 CRITERION= 594.3
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.4318E-02Load
step 2 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.4318E-02
substep
2FORCE CONVERGENCE VALUE = 626.2 CRITERION= 502.9
EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.8570E-04
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.8570E-04
FORCE CONVERGENCE VALUE = 77.87 CRITERION= 512.9 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 2
*** LOAD STEP 2 SUBSTEP 2 COMPLETED. CUM ITER = 9
*** TIME = 102.000 TIME INC = 1.00000FORCE CONVERGENCE VALUE = 0.1333E+05 CRITERION= 575.4
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.5329E-02Load
step 2 LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = -0.5329E-02
substep FORCE CONVERGENCE VALUE = 8237. CRITERION= 534.2
3 Equil- EQUIL ITER 2 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.3628E-02
LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.3628E-02
brium it- FORCE CONVERGENCE VALUE = 3905. CRITERION= 532.9
eration EQUIL ITER 3 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1451E-02
summar- LINE SEARCH PARAMETER = 1.000 SCALED MAX DOF INC = 0.1451E-02
iesFORCE CONVERGENCE VALUE = 1135. CRITERION= 540.3
EQUIL ITER 4 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1034E-03
LINE SEARCH PARAMETER = 0.9578 SCALED MAX DOF INC = 0.9905E-04
FORCE CONVERGENCE VALUE = 41.95 CRITERION= 551.4 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 4*** LOAD STEP 2 SUBSTEP 3 COMPLETED. CUM ITER = 13
*** TIME = 103.500 TIME INC = 1.50000Substep
sum-
maryRelease 15.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential informationNonlinear Structural Analysis