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    Strengthening of Infilled Reinforced Concrete Frames with TRM: Study on the Development and Testing of Textile-Based Anchors

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    Author:
    L. Koutas
    ,
    A. Pitytzogia
    ,
    T. C. Triantafillou
    ,
    S. N. Bousias
    DOI: 10.1061/(ASCE)CC.1943-5614.0000390
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete connection by developing and testing textile-based anchors at the interface between masonry wallettes and concrete. The parameters examined include mainly the type of boundary conditions at the masonry-concrete interface, the geometry and fiber volume of anchors and the type and number of layers of the textile. It is shown that the anchors developed in this study enable the transfer of substantial tensile forces between masonry and concrete and that their magnitude may be estimated on the basis of anchor properties.
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      Strengthening of Infilled Reinforced Concrete Frames with TRM: Study on the Development and Testing of Textile-Based Anchors

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57534
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    contributor authorL. Koutas
    contributor authorA. Pitytzogia
    contributor authorT. C. Triantafillou
    contributor authorS. N. Bousias
    date accessioned2017-05-08T21:36:51Z
    date available2017-05-08T21:36:51Z
    date copyrightJune 2014
    date issued2014
    identifier other%28asce%29cc%2E1943-5614%2E0000393.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57534
    description abstractThe paper presents a technique for strengthening of reinforced concrete infilled frames with textile-reinforced mortar (TRM) jacketing. The key objective of the study is to examine different methods of masonry infill-concrete connection by developing and testing textile-based anchors at the interface between masonry wallettes and concrete. The parameters examined include mainly the type of boundary conditions at the masonry-concrete interface, the geometry and fiber volume of anchors and the type and number of layers of the textile. It is shown that the anchors developed in this study enable the transfer of substantial tensile forces between masonry and concrete and that their magnitude may be estimated on the basis of anchor properties.
    publisherAmerican Society of Civil Engineers
    titleStrengthening of Infilled Reinforced Concrete Frames with TRM: Study on the Development and Testing of Textile-Based Anchors
    typeJournal Paper
    journal volume18
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000390
    treeJournal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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