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    Development of Mechanical Anchor for CFRP Tendons Using Integrated Sleeve

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    Author:
    Jacob W. Schmidt
    ,
    Anders Bennitz
    ,
    Björn Täljsten
    ,
    Henning Pedersen
    DOI: 10.1061/(ASCE)CC.1943-5614.0000096
    Publisher: American Society of Civil Engineers
    Abstract: A durable and very efficient external strengthening system is achieved if steel tendons for posttensioning applications can be replaced with carbon fiber-reinforced polymer (CFRP) tendons, and if reliable anchorage systems are developed. This paper presents a newly developed and simple-to-use, two-piece wedge anchorage for CFRP tendons with an integrated sleeve and a differential angle between barrel and wedge sections. Three longitudinal slits are cut into the one-piece wedge, with one slit open and the other two stopping 1 mm from the inner wedge hole. The integrated sleeve holds the wedge’s sections together during presetting and loading, resulting in a circumferential confined gripping of the CFRP tendon and optimized surface friction area. Therefore, the one-piece wedge differs from conventional wedge systems, where the wedges act separately with adjacent spaces, wedging the separate tendon sleeve in the longitudinal direction. Evaluation of the failure modes during testing was one of the main keys in achieving an increasingly better performance of the anchorage until the final anchorage was developed. The obtained failure modes are therefore described to enlighten the importance of addressing them when testing. The test setup used and measured behavior are described further together with the loading procedure. The anchorage reached the full capacity of the CFRP tendon and was seen to ensure a stable load of fracture.
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      Development of Mechanical Anchor for CFRP Tendons Using Integrated Sleeve

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    https://yetl.yabesh.ir/yetl1/handle/yetl/57212
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    contributor authorJacob W. Schmidt
    contributor authorAnders Bennitz
    contributor authorBjörn Täljsten
    contributor authorHenning Pedersen
    date accessioned2017-05-08T21:36:09Z
    date available2017-05-08T21:36:09Z
    date copyrightAugust 2010
    date issued2010
    identifier other%28asce%29cc%2E1943-5614%2E0000099.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57212
    description abstractA durable and very efficient external strengthening system is achieved if steel tendons for posttensioning applications can be replaced with carbon fiber-reinforced polymer (CFRP) tendons, and if reliable anchorage systems are developed. This paper presents a newly developed and simple-to-use, two-piece wedge anchorage for CFRP tendons with an integrated sleeve and a differential angle between barrel and wedge sections. Three longitudinal slits are cut into the one-piece wedge, with one slit open and the other two stopping 1 mm from the inner wedge hole. The integrated sleeve holds the wedge’s sections together during presetting and loading, resulting in a circumferential confined gripping of the CFRP tendon and optimized surface friction area. Therefore, the one-piece wedge differs from conventional wedge systems, where the wedges act separately with adjacent spaces, wedging the separate tendon sleeve in the longitudinal direction. Evaluation of the failure modes during testing was one of the main keys in achieving an increasingly better performance of the anchorage until the final anchorage was developed. The obtained failure modes are therefore described to enlighten the importance of addressing them when testing. The test setup used and measured behavior are described further together with the loading procedure. The anchorage reached the full capacity of the CFRP tendon and was seen to ensure a stable load of fracture.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of Mechanical Anchor for CFRP Tendons Using Integrated Sleeve
    typeJournal Paper
    journal volume14
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000096
    treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    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
    yabeshDSpacePersian