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    Dynamic Bond Stress-Slip Relationship between Basalt FRP Sheet and Concrete under Initial Static Loading

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 006
    Author:
    Dejian Shen
    ,
    Yong Ji
    ,
    Fenfang Yin
    ,
    Jinyang Zhang
    DOI: 10.1061/(ASCE)CC.1943-5614.0000568
    Publisher: American Society of Civil Engineers
    Abstract: Reinforced concrete structures strengthened by fiber-reinforced polymer (FRP) always suffer dynamic loadings. Furthermore, the dynamic loadings are always added at the base of static loadings. The success of this strengthening method relies on the effectiveness of the bond of the FRP sheet to the concrete. Although numerous experimental studies have investigated this bond, experimental data concerning dynamic tests on basalt FRP (BFRP) sheets applied on concrete specimens under different initial static loadings are still lacking. This paper presents an experimental investigation on the dynamic bond behavior between the BFRP sheet and concrete under different initial static loadings (0, 30, 50, 80, and 100%) and displacement rate of
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      Dynamic Bond Stress-Slip Relationship between Basalt FRP Sheet and Concrete under Initial Static Loading

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    contributor authorDejian Shen
    contributor authorYong Ji
    contributor authorFenfang Yin
    contributor authorJinyang Zhang
    date accessioned2017-05-08T22:19:45Z
    date available2017-05-08T22:19:45Z
    date copyrightDecember 2015
    date issued2015
    identifier other41216455.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77804
    description abstractReinforced concrete structures strengthened by fiber-reinforced polymer (FRP) always suffer dynamic loadings. Furthermore, the dynamic loadings are always added at the base of static loadings. The success of this strengthening method relies on the effectiveness of the bond of the FRP sheet to the concrete. Although numerous experimental studies have investigated this bond, experimental data concerning dynamic tests on basalt FRP (BFRP) sheets applied on concrete specimens under different initial static loadings are still lacking. This paper presents an experimental investigation on the dynamic bond behavior between the BFRP sheet and concrete under different initial static loadings (0, 30, 50, 80, and 100%) and displacement rate of
    publisherAmerican Society of Civil Engineers
    titleDynamic Bond Stress-Slip Relationship between Basalt FRP Sheet and Concrete under Initial Static Loading
    typeJournal Paper
    journal volume19
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000568
    treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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