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hi ! if i try to apply pressure using same problem as in this video, but with 2D plane stress/strain conditions, I can't select the top surface for load application why is it ?? Why pressure can only be applied in 3D ?
5:01 should be U3=0, not U1=0
Is this the simply supported boundary condition ? I tried this and it didn t give the correct answer
hi ! if i try to apply pressure using same problem as in this video, but with 2D plane stress/strain conditions, I can't select the top surface for load application why is it ?? Why pressure can only be applied in 3D ?
5:01 should be U3=0, not U1=0
Is this the simply supported boundary condition ? I tried this and it didn t give the correct answer