Prestress before steady-state dynamic analysis
Prestress before steady-state dynamic analysis
(OP)
Hi to all. I've this problem.
I've a structure that must be preloaded with a X value. Then, on this deformed structure, I want to apply a steady state dynamic analysis. How I can do that with abaqus?
Regards and thanx to all.
I've a structure that must be preloaded with a X value. Then, on this deformed structure, I want to apply a steady state dynamic analysis. How I can do that with abaqus?
Regards and thanx to all.






RE: Prestress before steady-state dynamic analysis
Cheers
Greg Locock
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RE: Prestress before steady-state dynamic analysis