Stability Criteria for Shallow Archesby James F. Dickie, Lectuer; Dept. of Civ. Engrg., Univ. of Manchester, England,
Peter Broughton, Res. Student; Dept. of Civ. Engrg., Univ. of Manchester, England,
Serial Information: Journal of the Engineering Mechanics Division, 1971, Vol. 97, Issue 3, Pg. 951-965
Document Type: Journal Paper
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.
Subject Headings: Arches | Radiation | Agreements and treaties | Buckling | Linear functions | Concentrated loads
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