A stabilised assumed strain element for transient shell analysis
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