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    An Analytical Prediction of Maximum Deflection and Concrete Contribution in Shear-Critical RC Beams Subjected to Low-Velocity Transverse Impact

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002::page 04025154-1
    Author:
    Chaurasia, Vikas
    ,
    Pulkit, Umang
    ,
    Adhikary, Satadru Das
    DOI: 10.1061/JSDCCC.SCENG-1959
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDue to paucity of study of shear-critical reinforced concrete (RC) beams subjected to transverse impact, the present study proposes a validated numerical model to study the response of a simply supported rectangular shear-critical RC beams and ...
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      An Analytical Prediction of Maximum Deflection and Concrete Contribution in Shear-Critical RC Beams Subjected to Low-Velocity Transverse Impact

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313241
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    contributor authorChaurasia, Vikas
    contributor authorPulkit, Umang
    contributor authorAdhikary, Satadru Das
    date accessioned2026-08-20T12:13:01Z
    date available2026-08-20T12:13:01Z
    date copyright2025/12/31
    date issued2026
    identifier otherJSDCCC.SCENG-1959.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313241
    description abstractAbstractDue to paucity of study of shear-critical reinforced concrete (RC) beams subjected to transverse impact, the present study proposes a validated numerical model to study the response of a simply supported rectangular shear-critical RC beams and ...
    publisherAmerican Society of Civil Engineers
    titleAn Analytical Prediction of Maximum Deflection and Concrete Contribution in Shear-Critical RC Beams Subjected to Low-Velocity Transverse Impact
    typeJournal Article
    journal volume31
    journal issue2
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1959
    journal fristpage04025154-1
    journal lastpage04025154-25
    page25
    treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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