HI to all :)

I'd like to make a simple question (not knowing though whether there is
already an answer, since i'm completely NEW to libmesh) ...

I tried to implement libmesh into solving a simple 2D problem in
elastostatics. I successfully solved the problem and i evaluated nodal
displacements in the mesh.

My question is: is there any simple formula so as to evaluate nodal
stresses or/and strains in the same mesh? None of the thourough examples
of libmesh perform any kind of post-process!

kindest regards :)

Vasilis




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