Dear all,
I am running an Optistruct gauge optimization subject to stress and buckling constraints. After running the optimization I want to apply the thickness results to the FE model, however somehow this is not working.
I am using:
simulation = DESIGN [8] (the final design iteration)
data type = Element thickness
elements > all OR comps > (components used)
However when I press apply, the thicknesses of the elements do not change. I am able to apply the nodal displacement results for the different linear static and buckling modes, just not the design output. It is of course possible to do this manually by changing the properties, however for larger models this becomes cumbersome.
Many thanks in advance,
Aart