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    Comparative Study on Static and Fatigue Performances of Pultruded GFRP Joints Using Ordinary and Blind Bolts

    Source: Journal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 004
    Author:
    Chao Wu
    ,
    Peng Feng
    ,
    Yu Bai
    DOI: 10.1061/(ASCE)CC.1943-5614.0000527
    Publisher: American Society of Civil Engineers
    Abstract: Bolted connections are often used in pultruded glass fiber reinforced polymer (GFRP) structures. Blind bolts, which require installation from one side only, become convenient when access is limited to tighten the ordinary bolts, especially for tubular GFRP sections. This paper presents the results of a comparative study on pultruded GFRP double-lap joints using ordinary bolts and blind bolts. Static experiments were conducted on pultruded GFRP double-lap joints with two columns of bolts, whereas the number of rows varied by one, two, and three. The static behaviors of ordinary bolted and blind bolted joints were compared in terms of load-displacement response, failure modes, and failure load. Then, constant amplitude fatigue tests were carried out on the double-lap joints with two bolts in a row. The maximum fatigue load varied from 30 to 80% of the static failure load of the corresponding joint. The fatigue life of each specimen was recorded and S-N curve was obtained. It was found that the static failure loads of blind bolted joints were lower by a maximum of 21% than those of ordinary bolted joints, whereas the fatigue performance was not much affected by the type of the bolts.
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      Comparative Study on Static and Fatigue Performances of Pultruded GFRP Joints Using Ordinary and Blind Bolts

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    http://yetl.yabesh.ir/yetl1/handle/yetl/82888
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    contributor authorChao Wu
    contributor authorPeng Feng
    contributor authorYu Bai
    date accessioned2017-05-08T22:34:23Z
    date available2017-05-08T22:34:23Z
    date copyrightAugust 2015
    date issued2015
    identifier other50012399.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82888
    description abstractBolted connections are often used in pultruded glass fiber reinforced polymer (GFRP) structures. Blind bolts, which require installation from one side only, become convenient when access is limited to tighten the ordinary bolts, especially for tubular GFRP sections. This paper presents the results of a comparative study on pultruded GFRP double-lap joints using ordinary bolts and blind bolts. Static experiments were conducted on pultruded GFRP double-lap joints with two columns of bolts, whereas the number of rows varied by one, two, and three. The static behaviors of ordinary bolted and blind bolted joints were compared in terms of load-displacement response, failure modes, and failure load. Then, constant amplitude fatigue tests were carried out on the double-lap joints with two bolts in a row. The maximum fatigue load varied from 30 to 80% of the static failure load of the corresponding joint. The fatigue life of each specimen was recorded and S-N curve was obtained. It was found that the static failure loads of blind bolted joints were lower by a maximum of 21% than those of ordinary bolted joints, whereas the fatigue performance was not much affected by the type of the bolts.
    publisherAmerican Society of Civil Engineers
    titleComparative Study on Static and Fatigue Performances of Pultruded GFRP Joints Using Ordinary and Blind Bolts
    typeJournal Paper
    journal volume19
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000527
    treeJournal of Composites for Construction:;2015:;Volume ( 019 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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