A finite element analysis for the free vibration behaviour of doubly curved shells is presented in which eight-noded curved quadrilateral isoparametric finite elements are used. The first order shear deformation theory for thin and shallow shells is used in the formulation. Results are obtained for
β¦ LIBER β¦
Finite element study of the free vibration of 3-D cable networks
β Scribed by M.L. Gambhir; B.deV. Batchelor
- Publisher
- Elsevier Science
- Year
- 1979
- Tongue
- English
- Weight
- 661 KB
- Volume
- 15
- Category
- Article
- ISSN
- 0020-7683
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