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
β¦ LIBER β¦
Duality in the analysis of shells by the finite element method
β Scribed by Nguyen Dang Hung
- Publisher
- Elsevier Science
- Year
- 1971
- Tongue
- English
- Weight
- 949 KB
- Volume
- 7
- Category
- Article
- ISSN
- 0020-7683
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