Buckled plate vibrations and large amplitude vibrations using high-order triangular elements
DOI10.2514/3.8144zbMath0515.73068OpenAlexW1988230164MaRDI QIDQ3662742
No author found.
Publication date: 1983
Published in: AIAA Journal (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.2514/3.8144
examplesgeometrically nonlinear problemsnonlinear stiffness matriceseffect of inplane boundary conditions significant as flexural boundary conditionshigh-order triangular membrane finite element combined with fully conforming triangular plate bending elementmembrane and flexural behaviors are coupledNewton Raphson iteration procedureno bias against one anothersame quintic orderthree orthogonal displacement components represented by two-dimensional polynomialtotal of 54 degrees of freedomvarious flexural and inplane boundary conditions
Newton-type methods (49M15) Vibrations in dynamical problems in solid mechanics (74H45) Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Numerical and other methods in solid mechanics (74S99)
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