The shear locking problem for the bilinear degenerated thick shell elements, when used in the context of thin shell structures, can be overcome by a generalized displacement method presented in this paper. The transverse shear energy in the degenerated thick shell elements is totally suppressed by i
A basic flat facet finite element for the analysis of general shells
β Scribed by D. J. Allman
- Publisher
- John Wiley and Sons
- Year
- 1994
- Tongue
- English
- Weight
- 884 KB
- Volume
- 37
- Category
- Article
- ISSN
- 0029-5981
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π SIMILAR VOLUMES
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