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    Static and Fatigue Behavior of Thick Pultruded GFRP Plates with Surface Damage

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 002
    Author:
    Yoshiki Tanaka
    ,
    Jun Murakoshi
    ,
    Yuko Nagaya
    ,
    Tetsuya Watanabe
    DOI: 10.1061/(ASCE)1084-0702(2009)14:2(102)
    Publisher: American Society of Civil Engineers
    Abstract: Glass fiber-reinforced polymer (GFRP) bridge decks suffering frequent cyclic loading of heavy wheels require relatively thick pultruded composites. To examine the behavior of 12 mm thick pultruded GFRP plates containing surface layers and to study the influence of surface damage, which may be present on such decks, static and fatigue tensile tests were carried out. Severe indentation yielded not only visible damage, but also an invisible damage in the unidirectional layer. Loss of cross section area due to both damages affected the static ultimate loads. Fatigue cracks were found around higher stress concentrations on the surface layer as early as approximately 10% of the total fatigue life. These initial cracks, however, barely affected the fatigue life because delamination of the surface layers prevented the cracks from propagating. The invisible shear crack due to indentation barely affected the fatigue life since earlier splitting between initially damaged and undamaged fibers mitigated the crack propagation.
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      Static and Fatigue Behavior of Thick Pultruded GFRP Plates with Surface Damage

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/51176
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    • Journal of Bridge Engineering

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    contributor authorYoshiki Tanaka
    contributor authorJun Murakoshi
    contributor authorYuko Nagaya
    contributor authorTetsuya Watanabe
    date accessioned2017-05-08T21:25:50Z
    date available2017-05-08T21:25:50Z
    date copyrightMarch 2009
    date issued2009
    identifier other%28asce%291084-0702%282009%2914%3A2%28102%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51176
    description abstractGlass fiber-reinforced polymer (GFRP) bridge decks suffering frequent cyclic loading of heavy wheels require relatively thick pultruded composites. To examine the behavior of 12 mm thick pultruded GFRP plates containing surface layers and to study the influence of surface damage, which may be present on such decks, static and fatigue tensile tests were carried out. Severe indentation yielded not only visible damage, but also an invisible damage in the unidirectional layer. Loss of cross section area due to both damages affected the static ultimate loads. Fatigue cracks were found around higher stress concentrations on the surface layer as early as approximately 10% of the total fatigue life. These initial cracks, however, barely affected the fatigue life because delamination of the surface layers prevented the cracks from propagating. The invisible shear crack due to indentation barely affected the fatigue life since earlier splitting between initially damaged and undamaged fibers mitigated the crack propagation.
    publisherAmerican Society of Civil Engineers
    titleStatic and Fatigue Behavior of Thick Pultruded GFRP Plates with Surface Damage
    typeJournal Paper
    journal volume14
    journal issue2
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2009)14:2(102)
    treeJournal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 002
    contenttypeFulltext
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