Tangent modulus theory for cylindrical shells: Buckling under increasing load
β Scribed by Steven C. Batterman
- Publisher
- Elsevier Science
- Year
- 1967
- Tongue
- English
- Weight
- 777 KB
- Volume
- 3
- Category
- Article
- ISSN
- 0020-7683
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π SIMILAR VOLUMES
The relations of the critical stress and transverse inertia effect to the loading duration are investigated for the dynamic buckling of thin cylindrical shells under axial step loading. The critical stress and the inertial exponent are treated as the two characteristic parameters. The criterion of e
The buckling of a sandwich cylindrical shell under uniform external hydrostatic pressure is studied in three ways. The simplifying assumption of a long shell is made (or, equivalently, 'ring' assumption), in which the buckling modes are assumed to be two-dimensional, i.e. no axial component of the d
The writer wishes to thank the discussers for their interest on the mentioned paper. The following is the writer's comments on the discussion.