A stabilised assumed strain element for transient shell analysis

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Authors: T. B. Lau, H. Kebari
Cited by: 0

Abstract

A robust and accurate one-point integrated assumed strain quadrilateral shell element has been developed. Its application in transient analysis is presented. The implicit-explicit predictor- corrector time integration algorithm employed is derived from the implicit Bossak method. This method can be effectively utilised for linear and non-linear structural dynamics analyses.

Fields of Study & Subjects

Advanced Numerical Methods in Computational Mathematics Composite Structure Analysis and Optimization Advanced Numerical Analysis Techniques

Publication details

Journal / source
CRC Press eBooks
Pages
47–52
Publication date
10 February 2026
Language
EN
Document type
Book chapter