Research Article
Jun 1971
Stability Criteria for Shallow Arches
Authors: James F. Dickie and Peter BroughtonAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 97, Issue 3
Abstract
Theoretical and experimental results, with favorable agreement, are presented for the in-plane buckling of shallow circular arches. The types of end fixity considered are: (1) pinned; (2) clamped; and (3) pinned and clamped. Concentrated, uniform radial, and linearly varying radial loading cases are considered.
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Published In
Journal of the Engineering Mechanics Division
Volume 97 • Issue 3 • June 1971
Pages: 951 - 965
Copyright
© 1971 American Society of Civil Engineers.
History
Published in print: Jun 1971
Published online: Feb 3, 2021
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Authors
Affiliations
James F. Dickie
Lecturer, Dept. of Civ. Engrg., Univ. of Manchester, England
Peter Broughton
Research Student, Dept, of Civ. Engrg., Univ, of Manchester, England
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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.