Dear All,
I'm thinking in using hdf5 format in order to store FEA results prior to
additional "in-house" calculations; I'm currently diging into the docs
to unterstand how it works, but I would like to know if a standard (or a
"best practice") exists in how to make it for that specific topic/field?
The main objective is not to reinvent the wheel :-) but to take benefits
to years of feedback from the community.
(I'm using a finite element solver for mechanical and thermal analyses,
in static/transient condition, and linear/non-linear calculations ...
very basic).
Regards
Paul
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