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    Impact Behavior of CFRP-Strip–Wrapped RC Beams without Stirrups

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author:
    T. Liu
    ,
    Y. Xiao
    DOI: 10.1061/(ASCE)CC.1943-5614.0000815
    Publisher: American Society of Civil Engineers
    Abstract: An experimental program was conducted to investigate the shear impact behavior of RC beams without stirrups, and to evaluate the enhancement effects of carbon fiber–reinforced polymer (CFRP)–wrapping retrofit. Eleven RC beam specimens were tested under static and impact loading. Two out of the 11 specimens were control specimens without retrofit, while the rest were retrofitted with CFRP wraps. The effects of varying impact velocity and impact energy on the dynamic behavior were taken into main consideration. This paper discusses the crack patterns and failure modes, time histories of dynamic forces, midspan deflection, accelerations, and CFRP strains. The results show that the CFRP retrofit can enhance the impact resistance of RC beams, significantly reduce their deflection, and limit the damage. The effects of CFRP wrapping for RC beams are found to be different for static and impact loading. The varying impact velocity and impact energy had different effects on the dynamic response and caused changes in failure modes.
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      Impact Behavior of CFRP-Strip–Wrapped RC Beams without Stirrups

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    contributor authorT. Liu
    contributor authorY. Xiao
    date accessioned2017-12-30T13:04:55Z
    date available2017-12-30T13:04:55Z
    date issued2017
    identifier other%28ASCE%29CC.1943-5614.0000815.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245423
    description abstractAn experimental program was conducted to investigate the shear impact behavior of RC beams without stirrups, and to evaluate the enhancement effects of carbon fiber–reinforced polymer (CFRP)–wrapping retrofit. Eleven RC beam specimens were tested under static and impact loading. Two out of the 11 specimens were control specimens without retrofit, while the rest were retrofitted with CFRP wraps. The effects of varying impact velocity and impact energy on the dynamic behavior were taken into main consideration. This paper discusses the crack patterns and failure modes, time histories of dynamic forces, midspan deflection, accelerations, and CFRP strains. The results show that the CFRP retrofit can enhance the impact resistance of RC beams, significantly reduce their deflection, and limit the damage. The effects of CFRP wrapping for RC beams are found to be different for static and impact loading. The varying impact velocity and impact energy had different effects on the dynamic response and caused changes in failure modes.
    publisherAmerican Society of Civil Engineers
    titleImpact Behavior of CFRP-Strip–Wrapped RC Beams without Stirrups
    typeJournal Paper
    journal volume21
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000815
    page04017035
    treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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