Research Article
Jul 1958
Limit Analysis of Simply Supported Circular Shell Roofs
Publication: Journal of the Engineering Mechanics Division
Volume 84, Issue 3
Abstract
Plastic collapse of a partial circle cylindrical shell simply supported at each end with the longitudinal edges free is investigated for the case of uniform radial loading. The principles of Limit Analysis applicable to a plastic-rigid structure are utilized to develop upper and lower bounds for the collapse pressure parameter, P. Bounds are obtained for a wide range in shell shape parameters with the deviation between the mean of the bounds and either bound varying between 2 and 25 per cent.
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Published In
Journal of the Engineering Mechanics Division
Volume 84 • Issue 3 • July 1958
Pages: 1706-1 - 1706-39
Copyright
© 1958 American Society of Civil Engineers.
History
Published in print: Jul 1958
Published online: Feb 3, 2021
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M.N. Fialkow, M.ASCE
Chief of Design Branch, U. S. Army Engr. District, New York, N. Y.
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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.