Submitted by mahmood seraji on Thu, 12/02/2010 - 02:01 research Dear all I got to model the local buckling in Abaqus, but i do not know how. my model is a profiled steel sheet under distributed load. does anyone have idea about this? Thanks in advance Johannes T.B. … What don't you What don't you understand? You can do a linear buckling analysis. This can be found under linear steps. If you have more questions, please ask? Log in to post comments Wed, 12/08/2010 - 14:37 Permalink Log in to post comments3873 views
Johannes T.B. … What don't you What don't you understand? You can do a linear buckling analysis. This can be found under linear steps. If you have more questions, please ask? Log in to post comments Wed, 12/08/2010 - 14:37 Permalink
What don't you
What don't you understand?
You can do a linear buckling analysis. This can be found under linear steps.
If you have more questions, please ask?