Error 312
I have a model in optistruct made of CBAR elements for size optimisation. The structure is constrained at the base (6 DOF) and has loads at the centre of rotation and on the surface of the structure.
My optistruct analysis gives me Error #312 for each of my loadcases wherever I apply loads ....................any thoughts?............... anyone like to take a look at my model and make some suggestions?8-[
Answers
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I have a model in optistruct made of CBAR elements for size optimisation. The structure is constrained at the base (6 DOF) and has loads at the centre of rotation and on the surface of the structure.
My optistruct analysis gives me Error #312 for each of my loadcases wherever I apply loads ....................any thoughts?............... anyone like to take a look at my model and make some suggestions?8-[
could you please upload it somewhere else so we could check it
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Thank you for the kind offer, but I had some help from the helpdesk and using
Tool>edges>components>equivalence
sorted out all the 312 Errors (it eliminated the free ends on my 1-d elements?):d/
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