Research Article
Apr 1980
Prebuckling Rotations and Cylinder Buckling Analysis
Publication: Journal of the Engineering Mechanics Division
Volume 106, Issue 2
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.
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Published In
Journal of the Engineering Mechanics Division
Volume 106 • Issue 2 • April 1980
Pages: 225 - 232
Copyright
© 1980 American Society of Civil Engineers.
History
Published in print: Apr 1980
Published online: Feb 3, 2021
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Authors
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Don O. Brush, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Davis, Calif.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.