Buckling of a very thick rectangular block
β Scribed by E. Bromberg
- Publisher
- John Wiley and Sons
- Year
- 1970
- Tongue
- English
- Weight
- 735 KB
- Volume
- 23
- Category
- Article
- ISSN
- 0010-3640
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π SIMILAR VOLUMES
Design curves are presented for determining the elastic buckling loads of a class of simply supported rectangular plates linearly tapered in thickness in one direction and loaded in pure shear. The problem is solved by a simple straightforward numerical method involving a very small matrix.
The present paper is a review article on the problem of buckling of moderately thick, laminated, composite shells subjected to destabilizing loads. The loads consist of uniform axial compression, uniform lateral pressure and torsion applied individually or in combination. In all the works reported i