Research Article
Aug 1965
Stress in Hyperboloids under Edge Loadings
Publication: Journal of the Engineering Mechanics Division
Volume 91, Issue 4
Abstract
A solution of the bending of thin shells of revolution with negative Gaussian curvature is presented. This solution is derived from the general theory presented by E. Reissner and later developed by P. M. Naghdi and C. N. Da Silva. The behavior of hyperboloids of revolution under edge loading is described in detail. Experiments on a small-scale model are described, first under rotationally symmetrical loading and second under concentrated loading. The behavior under concentrated loading is treated in terms of Gol'denveizer's concepts and is compared with the Boussinesq solution for an edge load on a plate.
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Published In
Journal of the Engineering Mechanics Division
Volume 91 • Issue 4 • August 1965
Pages: 89 - 114
Copyright
© 1965 American Society of Civil Engineers.
History
Published in print: Aug 1965
Published online: Feb 3, 2021
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Authors
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David G. Elms
Lecturer in Civ. Engrg., Univ, of Canterbury, Christchurch, New Zealand; former graduate student, Dept. of Civ. Engrg., Princeton Univ., Princeton, N. J.
David P. Billington, M.ASCE
Prof. of Civ. Engrg., Princeton Univ., Princeton, N. J.
Robert Mark
Lecturer and ResearchCiv. Engrg., Dept. ofCiv. Engrg. Princeton Univ. Princeton, N. J.
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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.