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..
Hi all
I must make a buckling analysis for o curved plate in Patran. The shell must elactic embeded and i read that i must take celas function for this but i dont know how to use it. i will be very happy if anybody help me
regards