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    FRP Z-Spike Repairing of Wood Railroad Crossties

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    R. M. Gutkowski
    ,
    TJ T. Schilling
    ,
    J. Balogh
    ,
    D. W. Radford
    DOI: 10.1061/(ASCE)0733-9445(2008)134:2(248)
    Publisher: American Society of Civil Engineers
    Abstract: Load tests of the effect of fiber-reinforced polymer (FRP) reinforcing rods (Z-spikes) on the flexural stiffness of deteriorated railroad crossties were conducted. Reinforcement was provided by installing
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      FRP Z-Spike Repairing of Wood Railroad Crossties

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35179
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    contributor authorR. M. Gutkowski
    contributor authorTJ T. Schilling
    contributor authorJ. Balogh
    contributor authorD. W. Radford
    date accessioned2017-05-08T21:00:28Z
    date available2017-05-08T21:00:28Z
    date copyrightFebruary 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A2%28248%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35179
    description abstractLoad tests of the effect of fiber-reinforced polymer (FRP) reinforcing rods (Z-spikes) on the flexural stiffness of deteriorated railroad crossties were conducted. Reinforcement was provided by installing
    publisherAmerican Society of Civil Engineers
    titleFRP Z-Spike Repairing of Wood Railroad Crossties
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:2(248)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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