The displacement function of quasi-conforming element and its node error.

DOI10.1007/BF02436553zbMath1041.74069OpenAlexW2366794780MaRDI QIDQ696253

Limin Tang, Dongsheng He

Publication date: 12 November 2002

Published in: Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/bf02436553

zbMATH Keywords

error analysis9-parameter triangular plate elementstrain formulation

Mathematics Subject Classification ID

Plates (74K20) Finite element methods applied to problems in solid mechanics (74S05) Error bounds for boundary value problems involving PDEs (65N15)

Related Items

Nonlinear formulations of a four-node quasi-conforming shell element ⋮ Development of User Element Routine (UEL) for Cell-Based Smoothed Finite Element Method (CSFEM) in Abaqus

Cites Work

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• A fractal patch test
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• The patch test for mixed formulations