I am running a Static, Riks step in Abaqus Standard. I am analyzing a 3D solid geometry. When compressing the geometry with a negative load at the top (connected to the structure using coupling constraint) and fixed at the bottom, I know that several of the members are supposed to buckle. This...
I am running a Static, Riks step in Abaqus Standard. I am analyzing a 3D solid geometry. When compressing the geometry with a negative load at the top (connected to the structure using coupling constraint) and fixed at the bottom, I know that several of the members are supposed to buckle. This...