Stability Criteria for Shallow Arches
- 1 June 1971
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of the Engineering Mechanics Division
- Vol. 97 (3) , 951-965
- https://doi.org/10.1061/jmcea3.0001428
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.Keywords
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