A six-node finite element for plate bending

DOI10.1002/nme.1620210111zbMath0551.73073OpenAlexW2163314801MaRDI QIDQ3343576

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Publication date: 1985

Published in: International Journal for Numerical Methods in Engineering (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1002/nme.1620210111

zbMATH Keywords

combinationmodified Hellinger-Reissner principle2\(\alpha \) version5\(\alpha \) version6\(\alpha \) versionfree of spurious kinematic modesindependent transverse shear strainsReissner-Mindlin plate bending theorysix-node plate bending element

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Numerical and other methods in solid mechanics (74S99)

Related Items (4)

A triangular finite element for thin plates and shells ⋮ Developments of Mindlin-Reissner plate elements ⋮ A potential-hybrid/mixed finite element scheme for analysis of plates and cylindrical shells ⋮ A general purpose finite element system code via computationally effective hybrid formulation

Cites Work

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• Reduced integration, function smoothing and non-conformity in finite element analysis (with special reference to thick plates)
• Mixed formulation finite elements for mindlin theory plate bending
• Improvement of Plate and Shell Finite Elements by Mixed Formulations
• A study of quadrilateral plate bending elements with ‘reduced’ integration
• The “heterosis” finite element for plate bending
• Improved numerical integration of thick shell finite elements
• Reduced integration technique in general analysis of plates and shells

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