steel concrete composite beams with partial interaction
steel concrete composite beams with partial interaction
(OP)
Hello everyone,
I am studying the behaviour of composite beams with full and partial interaction subjected to gravity and lateral loads.
I use shell elements to model the steel beam and solid elements to model the concrete plate. The models are analysed using the Abaqus software.
So far i made the models with full interaction but now i don't know how to model the partial interaction behaviour.
Can anybody give me some suggestions?
Thank you
I am studying the behaviour of composite beams with full and partial interaction subjected to gravity and lateral loads.
I use shell elements to model the steel beam and solid elements to model the concrete plate. The models are analysed using the Abaqus software.
So far i made the models with full interaction but now i don't know how to model the partial interaction behaviour.
Can anybody give me some suggestions?
Thank you





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