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    Influence of Shear Reinforcement on Reinforced Concrete Continuous Deep Beams

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    Publication date
    2007
    Author
    Yang, Keun-Hyeok
    Chung, H-S.
    Ashour, Ashraf F.
    Keyword
    Reinforced Concrete; Beams; Load; Shear reinforcement; Strut-and-tie model
    Rights
    © 2007 ACI. Reproduced in accordance with the publisher's self-archiving policy.
    Peer-Reviewed
    yes
    
    Metadata
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    Abstract
    Test results of 24 reinforced concrete continuous deep beams are reported. The main variables studied were concrete strength, shear span-to-overall depth ratio (a/h) and the amount and configuration of shear reinforcement. The results of this study show that the load transfer capacity of shear reinforcement was much more prominent in continuous deep beams than in simply supported deep beams. For beams having an a/ h of 0.5, horizontal shear reinforcement was always more effective than vertical shear reinforcement. The ratio of the load capacity measured and that predicted by the strutand-tie model recommended by ACI 318-05 dropped against the increase of a/h. This decrease rate was more remarkable in continuous deep beams than that in simple deep beams. The strut-and-tie model recommended by ACI 318-05 overestimated the strength of continuous deep beams having a/ h more than 1.0.
    URI
    http://hdl.handle.net/10454/7770
    Version
    Accepted Manuscript
    Citation
    Yang, K. H., Chung, H. S. and Ashour, A. F. (2007) Influence of shear reinforcement on reinforced concrete continuous deep beams. ACI Structural Journal, Vol. 104, No. 4, pp. 420-429.
    Link to publisher’s version
    https://www.concrete.org/publications/internationalconcreteabstractsportal.aspx?m=details&ID=18772
    Type
    Article
    Collections
    Engineering and Informatics Publications

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