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    Inclined reinforcement around web opening in concrete beams

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    Publication date
    2007
    Author
    Yang, Keun-Hyeok
    Ashour, Ashraf F.
    Keyword
    Beams
    Girders
    Buildings
    Structures
    Design
    Concrete Structures
    Rights
    © 2007 Thomas Telford Ltd. Reproduced in accordance with the publisher's self-archiving policy.
    Peer-Reviewed
    Yes
    
    Metadata
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    Abstract
    Twelve reinforced-concrete continuous deep beams having web openings within interior shear spans were tested to failure. The main variables investigated were the opening size and the amount of inclined reinforcement around openings. An effective inclined reinforcement factor combining the influence of the amount of inclined web reinforcement and opening size is proposed and used to analyse the structural behaviour of continuous deep beams tested. It was observed that the end support reaction, diagonal crack width and load capacity of beams tested were significantly dependent on the proposed effective inclined reinforcement factor. As this factor increased, the end support reaction and increasing rate of diagonal crack width were closer to those of companion solid deep beams. In addition, a higher load capacity was exhibited by beams having an effective inclined reinforcement factor above 0.077 than the companion solid deep beam. A numerical procedure based on the upper-bound analysis of the plasticity theory was proposed to estimate the load capacity of beams tested. Comparisons between the measured and predicted load capacities showed good agreement.
    URI
    http://hdl.handle.net/10454/869
    Citation
    Yang, K.H. and Ashour, A.F. (2007). Inclined reinforcement around web opening in concrete beams. Proceedings of the Institution of Civil Engineers: Structures and Buildings. Vol. 160, No. 3, pp. 173-182.
    Link to publisher’s version
    http://www.extenza-eps.com/doi/pdf/10.1680/stbu.2007.160.3.173
    Type
    Article
    Collections
    Engineering and Informatics Publications

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