Prebuckling Rotations and Cylinder Buckling Analysisby Don O. Brush, (M.ASCE), Professor; Dept. of Civil Engrg., Univ. of California, Davis, Calif.,
Serial Information: Journal of the Engineering Mechanics Division, 1980, Vol. 106, Issue 2, Pg. 225-232
Document Type: Journal Paper
Abstract: The quantitative importance of prebuckling-rotation terms in the stability equations for structural shells is examined for cylindrical shells subjected to axisymmetric lateral pressure. In the cases investigated the greatest unconservative error due to neglect of the terms is found to be about 20%. Errors of that magnitude are limited to cylinder length-to-radius ratios of not more than about 0.5.
Subject Headings: Lateral pressure | Cylinders | Buckling | Structural stability | Cylindrical shells | Axisymmetry | Lateral stability
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