Elasticity, shell theory and finite elem
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Jea-Hyeong Han; George A. Kardomateas; George J. Simitses
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Article
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2004
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Elsevier Science
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English
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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