I am a new Abaqus user. I tried to make a simple model of asperity flattening by imposing a downward displacement into an analytically rigid die compressing an Aluminum 3 asperity. I used Abaqus standard, pairwise contact with Hard normal behavior and friction less tangential behavior, and 2d symmetrical model.
I expect to have the maximum PEEQ and Mises stress on top layer ( based on hertz contact theory) but it is observed in under layer elements. Actually maximum PEEQ starts from contact area but gradually it goes down to the underlays. Also maximum Mises stress is a little bit lower than contact surface.
I tried surface- to-surface and node to surface discretization method, different contact constraint enforcement methods (Direct, Penalty, Augmented Lagrange), different elements (CPE4R, CPE3) also higher order elements with reduced integration points. but I still have the same problem. I have attached some pictures of initial model, Smises and PEEQ contours. Do you have any idea what's wrong?