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    Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author:
    Weiwen Li
    ,
    Christopher K. Y. Leung
    DOI: 10.1061/(ASCE)CC.1943-5614.0000627
    Publisher: American Society of Civil Engineers
    Abstract: Shear span-to-effective depth ratio (av/d) is known to affect the shear behavior of RC members. However, this effect has not been appropriately addressed in existing design guidelines for the fiber-reinforced polymer (FRP) strengthening of RC structures. This paper focuses on the effect of av/d on the behaviors of RC beams shear strengthened with full-wrapping FRP strips. A total of six strengthened beams and six normal beams are tested, with av/d ratios ranging from 1.0 to 3.5. The experimental results indicate that the FRP shear contribution increases initially with the av/d ratio, but decreases when the ratio is beyond 2.5. The FRP strain along the critical shear crack distributes in different manners for different av/d ratios. The authors’ experimental results and the test results from the literature are compared with predictions from available design guidelines. Although some recent design guidelines always provide a safe value, it can be overconservative. Conversely, other recent design guidelines may overestimate the shear-strengthening effectiveness at low span/depth ratios so they have to be used with caution.
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      Shear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4245323
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    contributor authorWeiwen Li
    contributor authorChristopher K. Y. Leung
    date accessioned2017-12-30T13:04:25Z
    date available2017-12-30T13:04:25Z
    date issued2016
    identifier other%28ASCE%29CC.1943-5614.0000627.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245323
    description abstractShear span-to-effective depth ratio (av/d) is known to affect the shear behavior of RC members. However, this effect has not been appropriately addressed in existing design guidelines for the fiber-reinforced polymer (FRP) strengthening of RC structures. This paper focuses on the effect of av/d on the behaviors of RC beams shear strengthened with full-wrapping FRP strips. A total of six strengthened beams and six normal beams are tested, with av/d ratios ranging from 1.0 to 3.5. The experimental results indicate that the FRP shear contribution increases initially with the av/d ratio, but decreases when the ratio is beyond 2.5. The FRP strain along the critical shear crack distributes in different manners for different av/d ratios. The authors’ experimental results and the test results from the literature are compared with predictions from available design guidelines. Although some recent design guidelines always provide a safe value, it can be overconservative. Conversely, other recent design guidelines may overestimate the shear-strengthening effectiveness at low span/depth ratios so they have to be used with caution.
    publisherAmerican Society of Civil Engineers
    titleShear Span–Depth Ratio Effect on Behavior of RC Beam Shear Strengthened with Full-Wrapping FRP Strip
    typeJournal Paper
    journal volume20
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000627
    page04015067
    treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    contenttypeFulltext
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