0 Thickness Cohesive Zone Modeling
Hi friends:
This is Henry, a graduate student in USA.
I am recently trying to model a 0 thickness cohesive zone with curvature and I realize that by using mesh edit.
When I made it and submit the job, the ABAQUS always told me the node numbering has a problem and thus abort the job.
Does anyone who has experience with that?
Thanks.
Henry.