Research Article
Feb 1977
Snapping of Low Arches with Nonuniform Stiffness
Authors: George J. Simitses and Ira H. Rapp IIIAuthor Affiliations
Publication: Journal of the Engineering Mechanics Division
Volume 103, Issue 1
Abstract
Results in the form of critical load versus rise parameter are presented for two different types of symmetric stiffness distribution and three cross-sectional area to moment of inertia relations. Critical conditions are obtained through an approximate Ritz-type approach for both types of instability, limit point and unstable bifurcation. Exact solutions are obtained, whenever possible, which are used to provide a confidence factor for the approximate technique. Except for one special case, nonuniform stiffness geometries yield a stronger configuration than uniform stiffness geometries. In addition, for both nonuniform stiffness distributions considered, the more the stiffness is concentrated towards the center of the arch the stronger the arch.
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Published In
Journal of the Engineering Mechanics Division
Volume 103 • Issue 1 • February 1977
Pages: 51 - 65
Copyright
© 1977 American Society of Civil Engineers.
History
Published in print: Feb 1977
Published online: Feb 3, 2021
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Authors
Affiliations
George J. Simitses
Prof. of Engrg. Sci. and Mechanics, Georgia Inst. of Tech., Atlanta, Ga.
Ira H. Rapp III
Engrg. Analyst, Engineering Tech. Analysts, Inc., Houston, Tex.
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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.
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