*** ELEMENT RESULT CALCULATION TIMESTYPE NUMBER ENAME TOTAL CP AVE CP
1 2 SOLID185 0.000 0.000000
2 1 INTER195 0.000 0.000000*** NODAL LOAD CALCULATION TIMES
TYPE NUMBER ENAME TOTAL CP AVE CP
1 2 SOLID185 0.000 0.000000
2 1 INTER195 0.000 0.000000
*** LOAD STEP 1 SUBSTEP 1 COMPLETED. CUM ITER = 2
*** TIME = 0.500000E-02 TIME INC = 0.500000E-02
*** AUTO STEP TIME: NEXT TIME INC = 0.50000E-02 UNCHANGEDFORCE CONVERGENCE VALUE = 0.7716E-09 CRITERION= 100.6
DISP CONVERGENCE VALUE = 0.1951E-20 CRITERION= 0.2000E-06 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1642E-20
FORCE CONVERGENCE VALUE = 0.4624E-09 CRITERION= 102.7 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 2 COMPLETED. CUM ITER = 3
*** TIME = 0.100000E-01 TIME INC = 0.500000E-02
*** AUTO TIME STEP: NEXT TIME INC = 0.75000E-02 INCREASED (FACTOR = 1.5000)
FORCE CONVERGENCE VALUE = 0.1964E-08 CRITERION= 176.1
DISP CONVERGENCE VALUE = 0.3748E-20 CRITERION= 0.3000E-06 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2744E-20
FORCE CONVERGENCE VALUE = 0.8307E-09 CRITERION= 179.7 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1*** LOAD STEP 1 SUBSTEP 3 COMPLETED. CUM ITER = 4
*** TIME = 0.175000E-01 TIME INC = 0.750000E-02
*** AUTO TIME STEP: NEXT TIME INC = 0.11250E-01 INCREASED (FACTOR = 1.5000)
FORCE CONVERGENCE VALUE = 0.3713E-08 CRITERION= 289.4
DISP CONVERGENCE VALUE = 0.7198E-20 CRITERION= 0.4500E-06 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.4503E-20
FORCE CONVERGENCE VALUE = 0.1468E-08 CRITERION= 295.3 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 4 COMPLETED. CUM ITER = 5
*** TIME = 0.287500E-01 TIME INC = 0.112500E-01
*** AUTO TIME STEP: NEXT TIME INC = 0.16875E-01 INCREASED (FACTOR = 1.5000)
FORCE CONVERGENCE VALUE = 0.1833E-07 CRITERION= 459.2
DISP CONVERGENCE VALUE = 0.3753E-19 CRITERION= 0.6750E-06 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= 0.1800E-19
FORCE CONVERGENCE VALUE = 0.3550E-08 CRITERION= 468.6 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 5 COMPLETED. CUM ITER = 6
*** TIME = 0.456250E-01 TIME INC = 0.168750E-01
*** AUTO TIME STEP: NEXT TIME INC = 0.25313E-01 INCREASED (FACTOR = 1.5000)
FORCE CONVERGENCE VALUE = 0.2322E-07 CRITERION= 714.0
DISP CONVERGENCE VALUE = 0.4656E-19 CRITERION= 0.1013E-05 <<< CONVERGED
EQUIL ITER 1 COMPLETED. NEW TRIANG MATRIX. MAX DOF INC= -0.2664E-19
FORCE CONVERGENCE VALUE = 0.6406E-08 CRITERION= 728.5 <<< CONVERGED
>>> SOLUTION CONVERGED AFTER EQUILIBRIUM ITERATION 1
*** LOAD STEP 1 SUBSTEP 6 COMPLETED. CUM ITER = 7
*** TIME = 0.709375E-01 TIME INC = 0.253125E-01
*** AUTO TIME STEP: NEXT TIME INC = 0.37969E-01 INCREASED (FACTOR = 1.5000)10.7. Reviewing the Results
Results from a gasket joint analysis consist mainly of displacements, stresses, strains and reaction forces
of the structural components and the gasket joint layer information (gasket pressure, closure, etc.). You
can review these results in POST1 (the general postprocessor) or in POST26 (the time-history postpro-
Release 15.0 - © SAS IP, Inc. All rights reserved. - Contains proprietary and confidential informationReviewing the Results