Research Article
Jun 1971
Buckling of Axially loaded Cylindrical Panels
Authors: Pan San Hsueh and Alexander Chajes, M.ASCEAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 3
Abstract
Buckling and post buckling behavior of axially loaded cylindrical shells is studied. Linear and nonlinear equations are solved by finite difference techniques. Eight boundary conditions that differ from those assumed in the classical solution are considered. It is shown that changes in the boundary conditions have a significant effect on both the linear buckling load and on the shape of the post buckling curve. Critical loads and buckling mode shapes are obtained for a wide range of shell curvature.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 3 • June 1971
Pages: 919 - 933
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jun 1971
Published online: Feb 3, 2021
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Authors
Affiliations
Pan San Hsueh
Grad. Student, Univ. of Mass., Amherst, Mass
Alexander Chajes, M.ASCE
Assoc, Prof. of Civ. Engrg., Univ. of Mass., Amherst, Mass
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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.