Research Article
Jan 1974
Ultimate Strength of Concrete Box Girder Bridge
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VIEW THE REPLYAuthors: Jack G. Bouwkamp, M.ASCE, Alexander C. Scordelis, M.ASCE, and S. Tanvir WastiAuthor Affiliations
Publication: Journal of the Structural Division
Volume 100, Issue 1
Abstract
Results obtained in a study of a large-scale, two-span, four-cell reinforced concrete box girder model are presented. The model, which was a 1:2.82 scale replica of a prototype, had overall plan dimensions of 72 ft (21.14 m) long by 12 ft (3.66 m) wide. Experimental results are given for reaction, steel and concrete strains, deflections, and moments due to conditioning overloads producing stress values as high as 2.5 times the nominal design stress. The loading to failure and the ultimate strength behavior is examined. The live-load overload capacity of the bridge is evaluated.
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Published In
Journal of the Structural Division
Volume 100 • Issue 1 • January 1974
Pages: 31 - 49
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jan 1974
Published online: Feb 1, 2021
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Jack G. Bouwkamp, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Alexander C. Scordelis, M.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
S. Tanvir Wasti
Asst. Prof. of Civ. Engrg., Middle East Tech. Univ., Ankara, Turkey
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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.