Nonlinear Structural Analysis
Nonlinear Structural Analysis
(OP)
HI,
Could anyone explain me how to avoid the Hourglass issue in Finite-Strain Elasticity Analysis. If Hourglass problem is present in the analysis how worst could it effect the results??
Could anyone explain me how to avoid the Hourglass issue in Finite-Strain Elasticity Analysis. If Hourglass problem is present in the analysis how worst could it effect the results??





RE: Nonlinear Structural Analysis
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RE: Nonlinear Structural Analysis
I am not an expert at all, but check out the element type you are using. By changing it you can avoid hourglassing.
good luck
RE: Nonlinear Structural Analysis