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    Field Investigation on the First Bridge Deck Slab Reinforced with Glass FRP Bars Constructed in Canada

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 006
    Author:
    Ehab El-Salakawy
    ,
    Brahim Benmokrane
    ,
    Amr El-Ragaby
    ,
    Dominique Nadeau
    DOI: 10.1061/(ASCE)1090-0268(2005)9:6(470)
    Publisher: American Society of Civil Engineers
    Abstract: Recently, there has been a rapid increase in using noncorrosive fiber-reinforced polymers (FRP) reinforcing bars as alternative reinforcement for bridge deck slabs, especially those in harsh environments. A new two-span girder type bridge, Cookshire-Eaton Bridge (located in the municipality of Cookshire, Quebec, Canada), was constructed with a total length of 52.08 m over two equal spans. The deck was a 200-mm-thick concrete slab continuous over four spans of 2.70 m between girders with an overhang of 1.40 m on each side. One full span of the bridge was totally reinforced using glass fiber-reinforced polymer (GFRP) bars, while the other span was reinforced with galvanized steel bars. The bridge deck was well instrumented at critical locations for internal temperature and strain data collection using fiber optic sensors. The bridge was tested for service performance using calibrated truckloads as specified by the Canadian Highway Bridge Design Code. The construction procedure and field test results under actual service conditions revealed that GFRP rebar provides very competitive performance in comparison to steel.
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      Field Investigation on the First Bridge Deck Slab Reinforced with Glass FRP Bars Constructed in Canada

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    http://yetl.yabesh.ir/yetl1/handle/yetl/54335
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    contributor authorEhab El-Salakawy
    contributor authorBrahim Benmokrane
    contributor authorAmr El-Ragaby
    contributor authorDominique Nadeau
    date accessioned2017-05-08T21:30:48Z
    date available2017-05-08T21:30:48Z
    date copyrightDecember 2005
    date issued2005
    identifier other%28asce%291090-0268%282005%299%3A6%28470%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/54335
    description abstractRecently, there has been a rapid increase in using noncorrosive fiber-reinforced polymers (FRP) reinforcing bars as alternative reinforcement for bridge deck slabs, especially those in harsh environments. A new two-span girder type bridge, Cookshire-Eaton Bridge (located in the municipality of Cookshire, Quebec, Canada), was constructed with a total length of 52.08 m over two equal spans. The deck was a 200-mm-thick concrete slab continuous over four spans of 2.70 m between girders with an overhang of 1.40 m on each side. One full span of the bridge was totally reinforced using glass fiber-reinforced polymer (GFRP) bars, while the other span was reinforced with galvanized steel bars. The bridge deck was well instrumented at critical locations for internal temperature and strain data collection using fiber optic sensors. The bridge was tested for service performance using calibrated truckloads as specified by the Canadian Highway Bridge Design Code. The construction procedure and field test results under actual service conditions revealed that GFRP rebar provides very competitive performance in comparison to steel.
    publisherAmerican Society of Civil Engineers
    titleField Investigation on the First Bridge Deck Slab Reinforced with Glass FRP Bars Constructed in Canada
    typeJournal Paper
    journal volume9
    journal issue6
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)1090-0268(2005)9:6(470)
    treeJournal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 006
    contenttypeFulltext
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