Thank you very much for your answer. Naturally I send the pic with my boundary conditions. I have elastic support below the plates, with different stiffnesses (the middle plate has a soft support, at the extremities the plates have a stiffer support). Furthermore I applied the dispalcement (which allow the free moving of the plates on on X and Z direction, and it is blocked on Y direction) on the faces of the top concrete plates in Y direction.
Between the concrete and steel dowel I applied a bounded contact. But I tried applying other contact types as well. But it is not working.
Sorry for the order of the pictures. IIt is exactly the opposite of the subject in the text.
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