A hybrid stress nine-node degenerated shell element for geometric nonlinear analysis
โ Scribed by K. Y. Sze; S.-J. Zheng
- Publisher
- Springer
- Year
- 1999
- Tongue
- English
- Weight
- 245 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0178-7675
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๐ SIMILAR VOLUMES
A nine node finite element is presented for the analysis of thin shell structures undergoing large deflection. The finite element formulation is based on the concept of degenerate solid shell element and the Hellinger-Reissner principle with independent strain. Three versions of assumed independent
In this paper, a geometrically non-linear quasi-conforming nine-node quadrilateral degenerated solid shell element has been constructed from generalization of a linear quasi-conforming nine-node quadrilateral degenerated solid shell element," based upon the non-linear quasi-conforming finite element
Based on a variational principle with relaxed inter-element continuity requirements, a refined hybrid quadrilateral degenerated shell element GNRH6, which is a non-conforming model with six internal displacements, is proposed for the geometrically non-linear analysis. The orthogonal approach and non