On Mon, 17 Nov 2008, [EMAIL PROTECTED] wrote:

> 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!

See some suggestions in this thread:

http://sourceforge.net/mailarchive/forum.php?thread_name=48DE6B62.9060306%40mcgill.ca&forum_name=libmesh-users
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Roy

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