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Found 1 result

  1. 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!
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