An application of the element-based Lagrangian formulation is described for large-deformation analysis of both single-layered and laminated shells. Natural co-ordinate-based stresses, strains and constitutive equations are used throughout the formulation of the present shell element which o ers sign
A nine-node assumed-strain finite element for composite plates and shells
โ Scribed by D.J. Haas; S.W. Lee
- Publisher
- Elsevier Science
- Year
- 1987
- Tongue
- English
- Weight
- 637 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0045-7949
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๐ SIMILAR VOLUMES
An automatic adaptive refinement procedure for the analysis of shell structures using the nine-node degenerated solid shell element is suggested. The basic adaptive refinement principle and the effects of singularities and boundary layers on the convergence rate of the nine-node element used are dis
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