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Buckling of nearly cylindrical shells under lateral pressure. (1972)

Cooper, P. A.

In: Other Sources

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Publication Date: 2011-08-16

Description: The effect of slight meridional curvature on the buckling of shells subjected to an external constant directional lateral pressure is examined. A class of nearly cylindrical shells with constant meridional curvature, a central radius-to-thickness ratio of 500, and central rise-to-shell-length ratios varying from plus 5% to minus 5% is considered. A brief study is presented of the dependence of the critical lateral pressure on the meridional curvature and on the length and meridional edge restraint.

Keywords: STRUCTURAL MECHANICS

Type: AIAA Journal; 10; Feb. 197

Format: text

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