does anybody now how to get the Critical Buckling load of Orthotropic rectangular plate which is clamped Clamped(in the compresion loading direction) and Free Free in the unloaded direction
you mean a plate clamped on the loading edges, free on the sides ? sounds like a simple column ? Roark would surely have this geometry. Timoshenko would also cover the analytical background.
another day in paradise, or is paradise one day closer ?