Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes.

DOI10.1016/S0045-7825(03)00203-2zbMath1044.74041MaRDI QIDQ1415756

Chang-Koon Choi, Tae-Yeol Lee

Publication date: 9 December 2003

Published in: Computer Methods in Applied Mechanics and Engineering (Search for Journal in Brave)

zbMATH Keywords

Direct modification methodHierarchical modes

Mathematics Subject Classification ID

Finite element methods applied to problems in solid mechanics (74S05) Shells (74K25)

Related Items (4)

Large deflection analysis of plates and cylindrical shells by an efficient four-node flat element with mesh distortions ⋮ A four-node corotational quadrilateral elastoplastic shell element using vectorial rotational variables ⋮ An Improved Four-Node Element for Analysis of Composite Plate/Shell Structures Based on Twice Interpolation Strategy ⋮ Reduction of excessive energy in the four-noded membrane quadrilateral element. I: Linear theory -- compressible materials

Cites Work

• On a stress resultant geometrically exact shell model. II: The linear theory; computational aspects
• Stress projection for membrane and shear locking in shell finite elements
• A critical survey of the 9-node degenerated shell element with special emphasis on thin shell application and reduced integration
• Improved finite element models for the large displacement bending and post buckling analysis of thin plates
• Accuracy of some finite element models for arch problems
• Shear and membrane locking in curved \(C^ 0\) elements
• Physical stabilization of the 4-node shell element with one point quadrature
• An efficient 4‐node 24 D.O.F. thick shell finite element with 5‐point quadrature
• A compatible triangular element including vertex rotations for plane elasticity analysis
• A flat triangular shell element with improved membrane interpolation
• A formulation of general shell elements—the use of mixed interpolation of tensorial components
• Mixed models and reduced/selective integration displacement models for nonlinear analysis of curved beams
• Improvement of Plate and Shell Finite Elements by Mixed Formulations
• Direct modification for non-conforming elements with drilling DOF
• Harmonic Dispersion Analysis of Incremental Waves in Uniaxially Prestressed Plastic and Viscoplastic Bars, Plates, and Unbounded Media
• Unnamed Item
• Unnamed Item
• Unnamed Item

This page was built for publication: Efficient remedy for membrane locking of 4-node flat shell elements by non-conforming modes.