Research Article
Aug 1970
Analysis of Curved Girder Bridges
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 96, Issue 8
Abstract
The Fourier Series slope-deflection method has been developed as a means of analyzing curved orthotropic deck bridge systems. Bridge deflections and internal forces in the curved girders are determined at any location on the span. The method allows for the interaction of the curved orthotropic or isotropic plates with curved elastic girders. All deflections, slopes, and internal forces are assumed as a Fourier Series and are thus determined by a term-by-term solution. Equilibrium equations are developed at all girder-plate junctions as they are at member joints in the rigid frame slope-deflection method. The entire slope-deflection analysis has been programmed for use on an IBM 7094 computer. This program is applied to an existing straight beam and a number of hypothetical curved beam spans. The effects of slab thickness, warping and pure torsional stiffness, and radius of curvature are presented for a hypothetical curved bridge system.
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Information
Published In
Journal of the Structural Division
Volume 96 • Issue 8 • August 1970
Pages: 1657 - 1673
Copyright
© 1970 American Society of Civil Engineers.
History
Published in print: Aug 1970
Published online: Feb 1, 2021
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Authors
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Lansford C. Bell
Fac. Res. Asst., Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
Conrad P. Heins, AM.ASCE
Asst. Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, Md.
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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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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.