Research Article
Jan 1982
Ultimate Strength of Skew RC Box Girder Bridge
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VIEW THE REPLYAuthors: Alexander C. Scordelis, F.ASCE, Jack G. Bouwkamp, M.ASCE, S. Tanvir Wasti, and Frieder SeibleAuthor Affiliations
Publication: Journal of the Structural Division
Volume 108, Issue 1
Abstract
Analytical and experimental results obtained in a study of a large-scale 45° skew two span four cell reinforced concrete box girder bridge model are presented. The model, which was a 1:2.82 scale replica of a typical California highway system prototype, had overall dimensions of 72 ft (21 m) long by 12 ft (3.7 m) wide, with two spans and a skew center bent diaphragm. Experimental and theoretical results are considered for reactions, 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 is described in detail. The ultimate strength behavior is examined on the basis of postulated collapse mechanisms and the bridge is observed to possess an excellent overload capacity.
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Published In
Journal of the Structural Division
Volume 108 • Issue 1 • January 1982
Pages: 105 - 121
Copyright
© 1982 American Society of Civil Engineers.
History
Published in print: Jan 1982
Published online: Feb 1, 2021
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Alexander C. Scordelis, F.ASCE
Prof. of Civ. Engrg., Univ. of California, Berkeley, Calif.
Jack G. Bouwkamp, M.ASCE
Prof. of Civ. Engrg., Middle East Tech. Univ., Ankara, Turkey
S. Tanvir Wasti
Research Asst., Univ. of California, Berkeley, Calif.
Frieder Seible
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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.