Finite elements that are capable of representing vibration behaviour of general plate and shell structures have been developed and presented in this paper. The formulations and derivation of the explicit stiffness matrices of the elements have already been proposed and obtained earlier by the author
β¦ LIBER β¦
Three-node macro triangular shell element based on the assumed natural strains
β Scribed by Jong H. Kim; Yong H. Kim
- Publisher
- Springer
- Year
- 2002
- Tongue
- English
- Weight
- 721 KB
- Volume
- 29
- Category
- Article
- ISSN
- 0178-7675
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