actually in my case i want to study the slip behaviour of slabs, apart from this actually i rectified i error while using surface to surface interaction and now the steel deck is not getting separated but the slab is unable to predict the initial stiffness correctly , any tips what i should do...
Thankyou for your reply sir, please find below attached images , in 1st image i have used rigid tie constrain on the face of concrete as well as steel deck and choose a control point , on that control point i have applied my boundary conditions. In image 2nd i have applied a displacement of 20mm...
Hello There, I am a student working on abaqus modelling of a composite deck slab for four point bending test as per eurocode 4, i have modelled concrete as solid element , steel as shell element and i have provided boundary conditions using rigid tie constrain the faces of concrete and steel at...
