[Gmsh] gmsh for nonlinear structural analysis

[Societa' Analisi Strutturale]

I would use gmsh to post-process output from a nonlinear finite element progam for structural analysis (plane stress/strain). The program outputs stresses and strains at integration points. It seems to me that integration points in elements are not supported in gmsh. Can someone suggest me a workaround to this problem?
Is this capability planned for a future release?
Thanks and regards
Vittorio Lucarelli, P.E.,Ph.D.
Rome Italy
e-mail: md1704 at mclink.it