Truss results for frame building

[KaushalPatel]

Can you suggest me any uniaxial material model for FRP bars under monotonic loading? In the case of cyclic, hysteric model is good enough.

[KaushalPatel]

Can you suggest me any other material for model for FRP bars under monotonic loading? Because in cyclic loading, hysteretic model works pretty well.

I am not able to find proper material model for FRP under monotonic loading to capture its brittle behavior.

[KaushalPatel]

Can you suggest me any other material for model for FRP bars under monotonic loading? Because in cyclic loading, hysteretic model works pretty well.

I am not able to find proper material model for FRP under monotonic loading to capture its brittle behavior.

[STKO Team]

Use the materials -> uniaxial -> steel and reinf steel materials -> hysteretic.
It supports softening stiffness.

It's the multilinear that doesn't work