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    Plastic Hinge Length of FRP-Confined Square RC Columns

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    Author:
    Cheng Jiang
    ,
    Yu-Fei Wu
    ,
    Gang Wu
    DOI: 10.1061/(ASCE)CC.1943-5614.0000463
    Publisher: American Society of Civil Engineers
    Abstract: The confinement effect of fiber-reinforced polymer (FRP) jacket on the plastic hinge length of square RC columns is studied through experimental testing and analytical study. Seven half-scale RC square columns with different confinement ratios were tested. The strain of longitudinal reinforcement bars and the extent of yielding were measured by strain gauges mounted inside the reinforcement bars. The variation of the strain field of the external column face was recorded continuously by digital image correlation (DIC) during a test. More rational approaches of data analysis are used for identification of plastic hinge length from measured strain fields. The obtained results show that compared with unconfined RC columns, FRP jacketing increases the plastic hinge length when the confinement level is low, but reduces it when the confinement level is high. The analytical study shows that all existing models of plastic hinge length are inadequate in one way or another because no model includes all important factors. The proposed model can correctly capture the trends but it needs to be further improved for accuracy when more data are available.
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      Plastic Hinge Length of FRP-Confined Square RC Columns

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71582
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    contributor authorCheng Jiang
    contributor authorYu-Fei Wu
    contributor authorGang Wu
    date accessioned2017-05-08T22:06:44Z
    date available2017-05-08T22:06:44Z
    date copyrightAugust 2014
    date issued2014
    identifier other28746717.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71582
    description abstractThe confinement effect of fiber-reinforced polymer (FRP) jacket on the plastic hinge length of square RC columns is studied through experimental testing and analytical study. Seven half-scale RC square columns with different confinement ratios were tested. The strain of longitudinal reinforcement bars and the extent of yielding were measured by strain gauges mounted inside the reinforcement bars. The variation of the strain field of the external column face was recorded continuously by digital image correlation (DIC) during a test. More rational approaches of data analysis are used for identification of plastic hinge length from measured strain fields. The obtained results show that compared with unconfined RC columns, FRP jacketing increases the plastic hinge length when the confinement level is low, but reduces it when the confinement level is high. The analytical study shows that all existing models of plastic hinge length are inadequate in one way or another because no model includes all important factors. The proposed model can correctly capture the trends but it needs to be further improved for accuracy when more data are available.
    publisherAmerican Society of Civil Engineers
    titlePlastic Hinge Length of FRP-Confined Square RC Columns
    typeJournal Paper
    journal volume18
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000463
    treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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