An efficient quadrilateral element for plate bending analysis

DOI10.1002/nme.1620240607zbMath0613.73065OpenAlexW2160936813MaRDI QIDQ4720882

No author found.

Publication date: 1987

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.1620240607

zbMATH Keywords

computer implementationHellinger/Reissner mixed variational principleshear flexible, quadrilateral plate element

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Software, source code, etc. for problems pertaining to mechanics of deformable solids (74-04)

Related Items (15)

General formulation of \(C^ 0\) bending models based on the rational \(w- \theta\) constraint ⋮ Refined non-conforming quadrilateral thin plate bending element ⋮ Refined quadrilateral discrete Kirchhoff thin plate bending element ⋮ Developments of Mindlin-Reissner plate elements ⋮ Comparison of symbolic and numerical integration methods for an assumed‐stress hybrid shell element ⋮ On the formulation and evaluation of old and new efficient low order triangular plate bending elements with shear effects ⋮ An effective hybrid displacement function element method for solving the edge effect of Mindlin-Reissner plate ⋮ A New Approach to Reduce Transverse Shear Locking of Reissner–Mindlin Plate Based on The Cell-Centered Finite Element Method ⋮ Generalized mixed variational principles and solutions of ill-conditioned problems in computational mechanics. II: Shear locking. ⋮ A unified 3D‐based technique for plate bending analysis using scaled boundary finite element method ⋮ Quadrilateral with high coarse-mesh accuracy for solid mechanics in axisymmetric geometry ⋮ A new hybrid-mixed variational approach for Reissner-Mindlin plates. The MiSP model ⋮ Refined hybrid degenerated shell element for geometrically non-linear analysis ⋮ A quadratic assumed natural strain triangular element for plate bending analysis ⋮ On the mixed formulation of a 9-node Lagrange shell element

Uses Software

• MACSYMA

Cites Work

• Unnamed Item
• A priori identification of shear locking and stiffening in triangular Mindlin elements
• A critical survey of the 9-node degenerated shell element with special emphasis on thin shell application and reduced integration

This page was built for publication: An efficient quadrilateral element for plate bending analysis