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this is my first post here

i am a PHD candidate, my research is to study the effect of several parameters on the capacity of overhanging beams with a C shape cross section, example UPN sections

i have to take into consideration the effect of residual stress caused by the fabrication of the steel beam "UPN"

i don't know how to model this stress, i am using shell element93 to model the flanges and the web of the beam.

i tried to use the initial stress " inistate command " but i failed

so please i need help in this issue

thanks in advance

Regards

Mohamed NAssar

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# Modeling Residual stress in steel beams on ANSYS

Can you offer guidance or do you also need help?

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