non linear analysis of thin plated steel structures
non linear analysis of thin plated steel structures
(OP)
Is anyone familiar with software that can do non linear analysis of thin plated steel structures?
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non linear analysis of thin plated steel structures
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non linear analysis of thin plated steel structuresnon linear analysis of thin plated steel structures(OP)
Is anyone familiar with software that can do non linear analysis of thin plated steel structures?
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RE: non linear analysis of thin plated steel structures
RE: non linear analysis of thin plated steel structures
RE: non linear analysis of thin plated steel structures
jt
RE: non linear analysis of thin plated steel structures
i'm pretty sure that linear FE doesn't handle shear buckling of panels ... it's not a problem of applying the loads, but a problem that the stiffness of the structure and the loadpaths in the structure change as the panel buckles.
RE: non linear analysis of thin plated steel structures
RE: non linear analysis of thin plated steel structures
jt
RE: non linear analysis of thin plated steel structures
Cheers
Greg Locock
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RE: non linear analysis of thin plated steel structures
RE: non linear analysis of thin plated steel structures
The question is what software will handle nonlinear analysis of thin plates. What is thin? 0.06 inches or 0.01 inches? Is it foil? For very thin structures and nonlinear analysis I have had sucess with ABAQUS and NEiNastran.
RE: non linear analysis of thin plated steel structures
RE: non linear analysis of thin plated steel structures