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    Performance of Tube and Plate Fiberglass Composite Bridge Deck

    Source: Journal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    Author:
    Michael D. Hayes
    ,
    Don Ohanehi
    ,
    John J. Lesko
    ,
    Thomas E. Cousins
    ,
    Dan Witcher
    DOI: 10.1061/(ASCE)1090-0268(2000)4:2(48)
    Publisher: American Society of Civil Engineers
    Abstract: A composite bridge deck system assembled from glass/polyester pultruded components has been developed. This system utilizes square tubes running transverse to the traffic direction, mechanically fastened and bonded together, and flat cover plates bonded to the tubes with an epoxy adhesive and through-anchored to the deck support structure using mechanical connectors. A 4.27 × 1.22 m section of the deck system integrally connected to the superstructure at a 1.2 m girder spacing was tested to failure under a single patch loading. The results indicate a factor of safety of 4 on strength and a deflection-to-span ratio of about L/300. Another section of the deck was fatigued to 3,000,000 cycles under service loading at a load ratio of
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      Performance of Tube and Plate Fiberglass Composite Bridge Deck

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    contributor authorMichael D. Hayes
    contributor authorDon Ohanehi
    contributor authorJohn J. Lesko
    contributor authorThomas E. Cousins
    contributor authorDan Witcher
    date accessioned2017-05-08T21:30:23Z
    date available2017-05-08T21:30:23Z
    date copyrightMay 2000
    date issued2000
    identifier other%28asce%291090-0268%282000%294%3A2%2848%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54054
    description abstractA composite bridge deck system assembled from glass/polyester pultruded components has been developed. This system utilizes square tubes running transverse to the traffic direction, mechanically fastened and bonded together, and flat cover plates bonded to the tubes with an epoxy adhesive and through-anchored to the deck support structure using mechanical connectors. A 4.27 × 1.22 m section of the deck system integrally connected to the superstructure at a 1.2 m girder spacing was tested to failure under a single patch loading. The results indicate a factor of safety of 4 on strength and a deflection-to-span ratio of about L/300. Another section of the deck was fatigued to 3,000,000 cycles under service loading at a load ratio of
    publisherAmerican Society of Civil Engineers
    titlePerformance of Tube and Plate Fiberglass Composite Bridge Deck
    typeJournal Paper
    journal volume4
    journal issue2
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2000)4:2(48)
    treeJournal of Composites for Construction:;2000:;Volume ( 004 ):;issue: 002
    contenttypeFulltext
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