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    Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author:
    Hai H. Dinh
    ,
    Gustavo J. Parra-Montesinos
    ,
    James K. Wight
    DOI: 10.1061/(ASCE)ST.1943-541X.0000362
    Publisher: American Society of Civil Engineers
    Abstract: A simple model is presented to estimate the shear strength of steel fiber reinforced concrete (FRC) beams without stirrup reinforcement. The model was developed on the basis of observations from tests of 27 large-scale beams under monotonically increased concentrated loading. Three types of hooked steel fibers were evaluated in volume fractions ranging between 0.75% (
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      Shear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68263
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    contributor authorHai H. Dinh
    contributor authorGustavo J. Parra-Montesinos
    contributor authorJames K. Wight
    date accessioned2017-05-08T21:59:25Z
    date available2017-05-08T21:59:25Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000403.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68263
    description abstractA simple model is presented to estimate the shear strength of steel fiber reinforced concrete (FRC) beams without stirrup reinforcement. The model was developed on the basis of observations from tests of 27 large-scale beams under monotonically increased concentrated loading. Three types of hooked steel fibers were evaluated in volume fractions ranging between 0.75% (
    publisherAmerican Society of Civil Engineers
    titleShear Strength Model for Steel Fiber Reinforced Concrete Beams without Stirrup Reinforcement
    typeJournal Paper
    journal volume137
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000362
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 010
    contenttypeFulltext
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