Hello everyone,
I find that the cohesive zone elements embedded in ABAQUS can not be deleted under mix-mode loading, especially when there is compression load. Even if those elements are excessively distorted because in my model SDEG VALUE IS ZERO ALWAYS AND STATUS VARIABLE HAS VALUE OF 1 ..
1. So I want to ask that why they can't be deleted. Do cohesive zone elements work well under mix-mode loading involving compression? Or should I inprove my model in some certain way?
Do you have any suggestions?
my project is post buckling and growth of delamination in composite shell ,,delamination is modeled using zero thickness cohesive elements..?
thank u
Best Wishes