Hello all,
I modelled small baseplate connection to check yield stress and design additional siffeners. Is suppose to be additional check to steel fabricator hand calculations.
For some reasons I can't correct incoherent mesh where few pannels are meeting and stresses in that area are huge.
File under link below
Thanks for you help
Bartosz Borowiak
Try to use Delaunay with no regular mesh switched on. The regular meshing requires more accuracy in modeling comparing to the proposed setting.
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