A field-consistent, four-noded, laminated, anisotropic plate/shell element
- 31 December 1987
- journal article
- Published by Elsevier in Computers & Structures
- Vol. 25 (3), 345-353
- https://doi.org/10.1016/0045-7949(87)90127-1
Abstract
No abstract availableKeywords
This publication has 24 references indexed in Scilit:
- A C0 continuous four-noded cylindrical shell elementComputers & Structures, 1985
- A simple plate/shell triangleInternational Journal for Numerical Methods in Engineering, 1985
- The poor bending response of the four‐node plane stress quadrilateralInternational Journal for Numerical Methods in Engineering, 1985
- A shear‐flexible triangular finite element model for laminated composite platesInternational Journal for Numerical Methods in Engineering, 1984
- A discussion on letter to the editor by T.J.R. HughesComputers & Structures, 1982
- Reduced integration and the shear‐flexible beam elementInternational Journal for Numerical Methods in Engineering, 1982
- The hybrid‐stress model for thin platesInternational Journal for Numerical Methods in Engineering, 1980
- Alternate Hybrid-Stress Elements for Analysis of Multilayer Composite PlatesJournal of Composite Materials, 1977
- Finite element analysis of anisotropic platesInternational Journal for Numerical Methods in Engineering, 1977
- Effect of Shear Deformations on the Bending of Rectangular PlatesJournal of Applied Mechanics, 1960