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A rigorous solution for the axisymmetrical buckling of simply supported cylindrical sandwich shells under axial load

โœ Scribed by Wang Zhen-ming; Dai Fu-ling


Publisher
Springer
Year
1985
Tongue
English
Weight
497 KB
Volume
6
Category
Article
ISSN
0253-4827

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Elasticity, shell theory and finite elem
โœ Jea-Hyeong Han; George A. Kardomateas; George J. Simitses ๐Ÿ“‚ Article ๐Ÿ“… 2004 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 160 KB

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