Research Article
Oct 1968
Behavior Under Load of Composite Box-Girder Bridges
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VIEW THE REPLYPublication: Journal of the Structural Division
Volume 94, Issue 10
Abstract
Quarter and fifth scale models were tested of 80- and 100-ft span composite box-girder bridges made of trapezoidal shaped steel girders joined by stud shear connectors to a reinforced concrete deck slab. Observed behavior of the model bridges was in close agreement with behavior predicted by folded plate theory.
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Information
Published In
Journal of the Structural Division
Volume 94 • Issue 10 • October 1968
Pages: 2351 - 2370
Copyright
© 1968 American Society of Civil Engineers.
History
Published in print: Oct 1968
Published online: Feb 1, 2021
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Authors
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Alan H. Mattock, F.ASCE
Prof. of Civ. Engrg., Univ. of Wash., Seattle, Wash.
Sterling B. Johnston, AM.ASCE
Former Grad. Student, Univ. of Wash., Seattle, Wash.
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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.