Ansys Learning Forum Forums AIS Japan 構造 エンジニアリングデータ内の直交異方性応力限界について Reply To: エンジニアリングデータ内の直交異方性応力限界について

yuu0910
Subscriber

Thank you for your reply.
I was also considering setting principal stress fracture as an option.
I asked the question because analysis systems other than LS-DYNA display items for setting things like yield tensile strength.
Does this mean that those items are not supported in LS-DYNA?
Below is a screenshot of the strength items that are displayed when setting only engineering data from Workbench.