04 November 2023 0 6K Report

I have analyzed 80 different CFRP infill plate shear walls with different fiber orientation, span length and ply thickness under cyclic loading. all the CFRP infill plates consists of 2 CFRP plies. I want to compare their strain output but I don't know which strain component of strain should I use.

and which shell element is critical for getting the output. currently I'm extracting the output from one of the elements that has the Hashin damage evolution parameter DAMAGEMT has reached to 1 and usually in the edges.

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