User login


You are here

reneem5898's blog

Abaqus - isotropic material definition problem with engineering constants


I am using a steady-state dynamic analysis procedure to model harmonic loading of a structure. I am investigating different material definitions. When I applied transversely isotropic stiffness using engineering constants, I saw a much different response than expected. So, as a test, I compared the following two models which gave DIFFERENT results: 

Subscribe to RSS - reneem5898's blog

Recent comments

More comments


Subscribe to Syndicate