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    Design of Simply Supported Deep Beams Using Strut-and-Tie Models

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    matamoros_2003_aci.pdf (7.639Mb)
    Issue Date
    2003
    Author
    Matamoros, Adolfo B.
    Wong, Kuok Hong
    Publisher
    American Concrete Institute
    Type
    Article
    Article Version
    Scholarly/refereed, publisher version
    Published Version
    https://iri.ku.edu/reports
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    Abstract
    A procedure to calculate the amount of reinforcement and the strength of deep beams based on strut-and-tie models is presented. The proposed design equations were calibrated using experimental results from 175 simply supported beams found in the literature with a maximum shear span-to-depth ratio of 3. The strength reduction coefficient for concrete in the main strut was found to decrease with the angle of inclination of the strut, resulting in lower values than those stated in Appendix A of the 2002 edition of the ACI 318 Building Code for beams with shear span-to-depth ratios greater than 1.
    URI
    http://hdl.handle.net/1808/23378
    Collections
    • Infrastructure Research Institute Scholarly Works [247]
    Citation
    Matamoros, A., Kuok-Hong, “Design of Simply-Supported Deep Beams using Strut-and-Tie Models,” ACI Structural Journal, VOL. 100, No. 6, November-December 2003. pp. 704-712.

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    Contact KU ScholarWorks
    785-864-8983
    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    785-864-8983

    KU Libraries
    1425 Jayhawk Blvd
    Lawrence, KS 66045
    Image Credits
     

     

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