bond_sp01 model for rectangular section column

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parasismique
Posts: 58
Joined: Tue Dec 13, 2016 7:14 am
Location: University of Tlemcen-Algeria

bond_sp01 model for rectangular section column

Post by parasismique » Thu Aug 18, 2022 5:46 am

Dear colleagues,

I have a problem in defining the Uniaxial Material Model for the steel fibers in zero-length section element for the rectangular section column.

Apparently the bond_sp01 model is not applicable for rectangular sections! Please, is there another solution?!

I appreciate your help.

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