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    Experimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing

    Source: Journal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    Author:
    Hong Zhu
    ,
    Zhi-Qiang Dong
    ,
    Gang Wu
    ,
    Hao-Yang Chen
    ,
    Jian Li
    ,
    Yan Liu
    DOI: 10.1061/(ASCE)CC.1943-5614.0000811
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study conducted on the static performance of bent fiber-reinforced polymer (FRP) tendons for external prestressed strengthening. First, the tension strain and compression strain at the surface of FRP tendons attributable to pure bending were experimentally tested and compared with the theoretical calculated values. Then, the load capacities of bent FRP tendons, under different bending angles and bending radiuses, were tested using a customized testing device. To improve the utilization of FRP tendons, the effectiveness of the hybrid FRP tendon, as a replacement for a pure FRP tendon, was also tested. In addition, a rolling friction deviator was developed to reduce the friction loss and lessen the damage on the FRP surface. The effectiveness of the device was also tested and verified. The test results indicated that when the ratio of the FRP tendons and bending radiuses (r/R) reached 0.01 during the pure bending test, the generated tension strain at the tendon surface was greater than 30% of the ultimate tension strain. The hybrid FRP tendons showed higher load capacity retentions than did the pure FRP tendons under the same conditions. The friction loss was significantly reduced when the rolling friction deviator was used.
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      Experimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4245420
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    contributor authorHong Zhu
    contributor authorZhi-Qiang Dong
    contributor authorGang Wu
    contributor authorHao-Yang Chen
    contributor authorJian Li
    contributor authorYan Liu
    date accessioned2017-12-30T13:04:54Z
    date available2017-12-30T13:04:54Z
    date issued2017
    identifier other%28ASCE%29CC.1943-5614.0000811.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245420
    description abstractThis paper presents an experimental study conducted on the static performance of bent fiber-reinforced polymer (FRP) tendons for external prestressed strengthening. First, the tension strain and compression strain at the surface of FRP tendons attributable to pure bending were experimentally tested and compared with the theoretical calculated values. Then, the load capacities of bent FRP tendons, under different bending angles and bending radiuses, were tested using a customized testing device. To improve the utilization of FRP tendons, the effectiveness of the hybrid FRP tendon, as a replacement for a pure FRP tendon, was also tested. In addition, a rolling friction deviator was developed to reduce the friction loss and lessen the damage on the FRP surface. The effectiveness of the device was also tested and verified. The test results indicated that when the ratio of the FRP tendons and bending radiuses (r/R) reached 0.01 during the pure bending test, the generated tension strain at the tendon surface was greater than 30% of the ultimate tension strain. The hybrid FRP tendons showed higher load capacity retentions than did the pure FRP tendons under the same conditions. The friction loss was significantly reduced when the rolling friction deviator was used.
    publisherAmerican Society of Civil Engineers
    titleExperimental Evaluation of Bent FRP Tendons for Strengthening by External Prestressing
    typeJournal Paper
    journal volume21
    journal issue5
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000811
    page04017032
    treeJournal of Composites for Construction:;2017:;Volume ( 021 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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