Research Article
Oct 1978
Stability of Shallow Arches Under Multiple Loads
Publication: Journal of the Engineering Mechanics Division
Volume 104, Issue 5
Abstract
For elastic structures that exhibit nonlinear pre-buckling deformations, various types of interaction curves and surfaces (i.e., stability boundaries) are possible. Shallow elastic arches subjected to three independent concentrated loads are analyzed. Several sets of boundary conditions (pinned, clamped, and clamped-pinned) and initial shapes (sinusoidal and circular) are considered, and critical loads (for proportional loading) are determined by a standard technique. The stability boundaries in the three-dimensional loading space are then constructed. These boundaries are comprised of limit points and bifurcation points. For structures in which no pre-buckling deformations occur, the stability boundaries are always concave toward the origin of the loading space. However, for the arches treated here, it is demonstrated that no such general convexity property exists.
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Published In
Journal of the Engineering Mechanics Division
Volume 104 • Issue 5 • October 1978
Pages: 1015 - 1026
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Oct 1978
Published online: Feb 3, 2021
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Authors
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Raymond H. Plaut, M.ASCE
Prof., Dept. of Civ. Engrg., Virginia Polytechnic Inst. and State Univ., Blacksburg, Va.
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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.