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Questions related from Muhammad Saad Ifrahim
I am modelling concrete beam strengthened with FRP fabric in pure flexure zone on ATENA 3D. How can I define a material property for my FRP fabric? I am modelling the fabric as a macro-element...
26 May 2021 1,315 2 View
Ahsan Parvez in his paper modeled the confined behavior of HSC columns confined with HSS using built in material model CC3NonLinCementitious2 (User) along with Attard and Setunge stress strain...
24 May 2021 5,814 4 View
What my understanding is lateral reinforcement will apply the confinement pressure by it self as the core concrete dilates; therefore, the modification in the concrete model not required. In the...
08 May 2021 1,915 6 View
The orange one is experimental while blue is as predicted by ATENA 3D.
08 May 2021 6,459 2 View