General formulation of \(C^ 0\) bending models based on the rational \(w- \theta\) constraint

DOI10.1007/BF00369885zbMath0824.73065MaRDI QIDQ1892688

Yanyan Li

Publication date: 9 November 1995

Published in: Computational Mechanics (Search for Journal in Brave)

zbMATH Keywords

Kirchhoff conditionelement shear strainline segment integral

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05)

Related Items

Finite element linear and nonlinear, static and dynamic analysis of structural elements: a bibliography (1992‐1995)

Cites Work

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• Invariant 8-node hybrid-stress elements for thin and moderately thick plates
• Improvement of Plate and Shell Finite Elements by Mixed Formulations
• An efficient quadrilateral element for plate bending analysis