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A study on buckling of filament-wound cylindrical shells under hydrostatic external pressure using finite element analysis and buckling formula

✍ Scribed by Hae-Young Jung, Jong-Rae Cho, Jeong-Young Han, Woo-Hyung Lee, Won-Byong Bae, Yun-Sik Cho

Book ID: 113106821
Publisher: Korean Society for Precision Engineering
Year: 2012
Tongue: English
Weight: 840 KB
Volume: 13
Category: Article
ISSN: 1229-8557
DOI: 10.1007/s12541-012-0095-2

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Elasticity, shell theory and finite elem

Elasticity, shell theory and finite element results for the buckling of long sandwich cylindrical shells under external pressure

✍ Jea-Hyeong Han; George A. Kardomateas; George J. Simitses 📂 Article 📅 2004 🏛 Elsevier Science 🌐 English ⚖ 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