I'm a new user of abaqus, and I want to model a plane strain response. I cannot find script example of 2D problem in abaqus document. How should I do it?
(1) create a 3D solid with very large thickness
(2) 2D planar (what does "Base feature: shell" mean in this case), and then use CPE** element. Is there anything else I should do to get the plane strain response?
Thanks a lot,