Stress Engineer
New member
- Oct 8, 2017
- 2
HI Folks,
I am running a panel buckling analysis using enforced displacement method in NASTRAN (using SPCDs). It usual practice to consider only the transnational components in the analysis. I am just curious to know why the rotational components need to be / need not be considered.
Thanks
I am running a panel buckling analysis using enforced displacement method in NASTRAN (using SPCDs). It usual practice to consider only the transnational components in the analysis. I am just curious to know why the rotational components need to be / need not be considered.
Thanks