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    Combination of Bamboo Filling and FRP Wrapping to Strengthen Steel Members in Compression

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 003
    Author:
    Peng Feng
    ,
    Yanhua Zhang
    ,
    Yu Bai
    ,
    Lieping Ye
    DOI: 10.1061/(ASCE)CC.1943-5614.0000353
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on axial compression experiments on 18 specimens that were strengthened using fiber-reinforced polymer (FRP) fabric and bamboo sticks to improve buckling resistance. The core steel members were first bundled with bamboo sticks longitudinally using steel wire and were then wrapped longitudinally and laterally with FRP fabric. The bending stiffness and load-bearing capacity of the members were increased by the strengthening system, and the bamboo sticks acted as lightweight and free-shaped filling between the steel and FRP. Three major parameters were examined: (1) the cross-sectional shape; (2) the nominal slenderness ratio of the steel members; (3) the number of FRP fabric layers. Although global buckling that is analogous to that in unstrengthened specimens was observed, the strengthened specimens exhibited significant local deformation at the end of the steel member and rupture of the FRP fabric at midheight. The load-displacement results demonstrated an increase of 25–114% for load-bearing capacity and a maximum increase of up to
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      Combination of Bamboo Filling and FRP Wrapping to Strengthen Steel Members in Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57493
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    contributor authorPeng Feng
    contributor authorYanhua Zhang
    contributor authorYu Bai
    contributor authorLieping Ye
    date accessioned2017-05-08T21:36:42Z
    date available2017-05-08T21:36:42Z
    date copyrightJune 2013
    date issued2013
    identifier other%28asce%29cc%2E1943-5614%2E0000356.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57493
    description abstractThis paper reports on axial compression experiments on 18 specimens that were strengthened using fiber-reinforced polymer (FRP) fabric and bamboo sticks to improve buckling resistance. The core steel members were first bundled with bamboo sticks longitudinally using steel wire and were then wrapped longitudinally and laterally with FRP fabric. The bending stiffness and load-bearing capacity of the members were increased by the strengthening system, and the bamboo sticks acted as lightweight and free-shaped filling between the steel and FRP. Three major parameters were examined: (1) the cross-sectional shape; (2) the nominal slenderness ratio of the steel members; (3) the number of FRP fabric layers. Although global buckling that is analogous to that in unstrengthened specimens was observed, the strengthened specimens exhibited significant local deformation at the end of the steel member and rupture of the FRP fabric at midheight. The load-displacement results demonstrated an increase of 25–114% for load-bearing capacity and a maximum increase of up to
    publisherAmerican Society of Civil Engineers
    titleCombination of Bamboo Filling and FRP Wrapping to Strengthen Steel Members in Compression
    typeJournal Paper
    journal volume17
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000353
    treeJournal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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