Today at 2:14 PM #1 RED14 Student Joined Jun 20, 2024 Messages 14 Location MA Hello Abaqus users, is it normal to get a different post-buckling path between Abaqus and MATLAB for beams? The difference appears after the critical buckling load.
Hello Abaqus users, is it normal to get a different post-buckling path between Abaqus and MATLAB for beams? The difference appears after the critical buckling load.