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    Shear Strength Prediction for Concrete Members

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 003
    Author:
    Karim S. Rebeiz
    DOI: 10.1061/(ASCE)0733-9445(1999)125:3(301)
    Publisher: American Society of Civil Engineers
    Abstract: This study presents alternative shear strength prediction equations for steel-reinforced concrete members without web reinforcements. It uses the techniques of dimensional analysis, interpolation function, and multiple regression analysis. More than 350 data were obtained from existing sources of reinforced concrete beam shear test results covering a wide range of beam properties and test methods. This analysis was done for both normal-strength concrete and high-strength concrete members with compressive strength up to 104 MPa (15,110 psi). The derivation of accurate cracking and ultimate shear strength prediction equations incorporated the original use of an interpolation function that takes into account the difference in behavior between the arch action of short beams and the beam action of long beams. The use of the interpolation function was instrumental in producing accurate cracking and ultimate shear strength equations as evidenced by the excellent correlation between experimental and theoretical values.
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      Shear Strength Prediction for Concrete Members

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    contributor authorKarim S. Rebeiz
    date accessioned2017-05-08T20:57:21Z
    date available2017-05-08T20:57:21Z
    date copyrightMarch 1999
    date issued1999
    identifier other%28asce%290733-9445%281999%29125%3A3%28301%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33150
    description abstractThis study presents alternative shear strength prediction equations for steel-reinforced concrete members without web reinforcements. It uses the techniques of dimensional analysis, interpolation function, and multiple regression analysis. More than 350 data were obtained from existing sources of reinforced concrete beam shear test results covering a wide range of beam properties and test methods. This analysis was done for both normal-strength concrete and high-strength concrete members with compressive strength up to 104 MPa (15,110 psi). The derivation of accurate cracking and ultimate shear strength prediction equations incorporated the original use of an interpolation function that takes into account the difference in behavior between the arch action of short beams and the beam action of long beams. The use of the interpolation function was instrumental in producing accurate cracking and ultimate shear strength equations as evidenced by the excellent correlation between experimental and theoretical values.
    publisherAmerican Society of Civil Engineers
    titleShear Strength Prediction for Concrete Members
    typeJournal Paper
    journal volume125
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1999)125:3(301)
    treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 003
    contenttypeFulltext
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