Research Article
Nov 1982
Prestressed Decks in Continuous Composite Bridges
Authors: John B. Kennedy, M.ASCE, and Nabil F. GraceAuthor Affiliations
Publication: Journal of the Structural Division
Volume 108, Issue 11
Abstract
A convergent series solution, using the concept of equivalent orthotropy, is employed to analyze continuous composite bridges under static loads. The effect of the interaction between prestressing a portion of the deck slab and shear connectors in the region of the intermediate supports is examined. It is shown that prestressing the deck slab increases substantially the cracking load as well as the stiffness of such bridges. Results from tests on two bridge models verify and substantiate the theoretical analysis.
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Published In
Journal of the Structural Division
Volume 108 • Issue 11 • November 1982
Pages: 2394 - 2410
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Nov 1982
Published online: Feb 1, 2021
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Affiliations
John B. Kennedy, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
Nabil F. Grace
Research Asst., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada
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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.