I am knd of new to Abaqus. Recently I am trying to analyze a suitable trial shape for a soil steel-concrete composite bridge. When considering the practical case, I know that the angular slab that I have introduced should bend without steel plate penetrating into it. (CAE file has been attached with this).
But, after running the job, the steel plate that I have introduced always penetrates into the angular concrete slab. Hence, it is clear that I am making some kind of mistake. Can you guys help me with this. Thank you.
But, after running the job, the steel plate that I have introduced always penetrates into the angular concrete slab. Hence, it is clear that I am making some kind of mistake. Can you guys help me with this. Thank you.