Calculation of resistance in welded structures - Pro/Mechanica
In which manner do I have to treat the welding in Mechanica?
The welding cordons need to be modeled or not?
Can someone indicate me a book (or pdf) where I can find more information about this argument?
When I frequented the PTC course on pro mechanica, the teacher told us to model the cordons and do the analysis on the structure; but at the university (this argument on FEM was not been much pursued) the prof told us not model the cordons and use the value of tension near where the cordon should be for a "analytical calculation" with a ideal sigma.
What do you think?
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