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We are having some problems with establishing a working FE-model of the following tank for a hydrostatic analysis (see first figure).
We are relatively new to Nastran, especially using shell elements. Due to plate bending etc (see figure 2 for a random illustration of typical problems with sheet metal), Nastran has a hard time making sense of it.
We have off course tried to make a simplified model, removing all unwanted details, even making a shrinkwrap with aggressive settings (removing fillets, pockets etc), but still Nastran will not make a working FE-model from it.
One solution we are pondering on for the moment, is to make a new, simplified model using a skeleton model (see figure 3) of the tank as input for Nastran.
And this is where we are a bit stuck. Would it be possible to use a skeleton model, and just tell Nastran which planes to use as shell geometry? That would simplify things a lot, no problem with seams and fillets etc. But we do not see quite how to go about doing the transition from the skeleton model to a Nastran model.
If we have to make a 'solid' shell from the skeleton, and convert all patches (surfaces where the stiffener are) to solid geometry before importing the model into Nastran, there is not much benefit to this.
Hopefully you understand what we are thinking of, basically the plane of the skeleton would be the the same as the 'geometry' of the shell elements. Is this conceivable?
Solved! Go to Solution.