Hi,
I'm doing a frequency response analysis (NASTRAN SOL 111) asking stress in both plate and solid elements.
The concern is that when I plot Von Mises conour in Hyperview, the calculated value derive only from the combination of the real part of the stress tensor components and not from the magnitude ones.
Moreover I am not able to plot corner results in plate elements, but only in solid ones. Why?
Can someone help me?
Thanks!