Releases for plate elements in FEA.
Releases for plate elements in FEA.
(OP)
If there is one thing I've noticed about plate elements in most FEA software: rarely do you see releases for moments at corner nodes. Anyone know why that is?
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Releases for plate elements in FEA.
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Releases for plate elements in FEA.Releases for plate elements in FEA.(OP)
If there is one thing I've noticed about plate elements in most FEA software: rarely do you see releases for moments at corner nodes. Anyone know why that is?
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RE: Releases for plate elements in FEA.
I think what you are looking for is moment release along the side of a plate element - which IS implemented in many finite element codes.