A hybrid/mixed model finite element analysis for buckling of moderately thick plates

DOI10.1016/0045-7949(82)90070-0zbMath0488.73078OpenAlexW2063180847MaRDI QIDQ3950102

Jiwei Luo

Publication date: 1982

Published in: Computers & Structures (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/0045-7949(82)90070-0

zbMATH Keywords

C-0 fieldscan both be considered as independentfields of moment and deflectionhybrid/mixed modelsatisfy the equilibrium equationsecond order homogeneous differential equationtwo modified complementary energy principles

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Variational principles of physics (49S05)

Related Items (3)

A hybrid/mixed model finite element analysis for eigenvalue problems for moderately thick plates ⋮ Buckling analysis of Reissner-Mindlin plates subjected to in-plane edge loads using a shear-locking-free and meshfree method ⋮ 3-d elasticity buckling solution for simply supported thick rectangular plates using displacement potential functions

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