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Composite model of steel beam and concrete slab at elevated temperature

Composite model of steel beam and concrete slab at elevated temperature

Composite model of steel beam and concrete slab at elevated temperature

(OP)
Hi everyone....

I'm having problem with ABAQUS simulation of composite model, especially for concrete slab model. I'm a little bit confuse when applying material properties for concrete. I've included elastic and plastic mechanical properties which are time dependent. Then, I try to include concrete damaged plasticity which are divided into plasticity, compressive and tensile behavior properties. And also Drucker prager yield surface has been selected for the mechanical properties. I'm having problems to write down all the value in the data provided. I need to check whether I've selected the right material properties or not. And also the value of the plasticity properties.

I would really appreciate if anyone could help me with these problems of ABAQUS. Many thanks again.

Cheers.

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