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Since you have contact (Nonlinear) it is good to use nonlinear transient analysis.
Here is a sample file
Thank you so much.
I added NLADAPT with NCUT checked (value 10)
The error was disappear, but calculation time became too long.
Is it right?
Can u try increasing the DT value in NLPARM? What is load increament now? You may also try to reduce the applied load and check.
Nachiket san Thank you. I'll check it.
and DT value in NLPARM is set 0.0 originally.
how much value should be set? what does DT mean
DT is the initial load increment.
EPI is the relative measure with the residual calculated. You can turn OFF convergence due to load in NLPARM>>CONV>> have UW instead of UPW. But, this may affect the accuracy of the results.
Hi @naoki
You can use Transient response analysis.
Please refer to OS-T: 1310 Direct Transient Dynamic Analysis of a Bracket on OptiStruct help.