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CFRP wrapped slender steel circular hollw column

Submitted by freya_soe on

I am trying to do computational modelling of CFRP strengthened steel columns. I want to model the wrapped column. I was able to creat just the steel column and find buckling load. i need to know how to find stress variations in post buckling. also i want to know how to create contact with CFRP. pleas help me as soon as possible