Simply supported thin plate
Simply supported thin plate
(OP)
Hi All
I must define simply supoorted plate in Abaqus like this of timoschenko.and give an axial load for buckling analysis. which BC i must give to plate? if i lock all direction it is wrong i think..
I must define simply supoorted plate in Abaqus like this of timoschenko.and give an axial load for buckling analysis. which BC i must give to plate? if i lock all direction it is wrong i think..




