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    Field Durability Study of Vinyl-Ester–Based GFRP Rebars in Concrete Bridge Barriers

    Source: Journal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 012
    Author:
    Benmokrane Brahim;Nazair Claude;Loranger Marc-Antoine;Manalo Allan
    DOI: 10.1061/(ASCE)BE.1943-5592.0001315
    Publisher: American Society of Civil Engineers
    Abstract: Val-Alain Bridge on Highway 2 East is the first bridge in Canada in which the concrete deck and barrier walls were fully reinforced with vinyl-ester–based glass-fiber–reinforced polymer (GFRP) bars. Built in 24, this bridge was considered as the prototype for bridges built thereafter by the Québec Ministry of Transport (MTQ). In 215, concrete core samples containing GFRP bars were taken from the bridge barrier wall to assess the durability of the high-performance concrete and bars. The mechanical and physicochemical properties of the concrete and GFRP bars were assessed and compared with the material properties measured during bridge construction. In addition, the durability of the GFRP bars was assessed based on the performance of the reference samples from the same production lot of the bars used in reinforcing the Val-Alain Bridge. The results reveal no significant changes in the physicochemical properties as well as microstructure of the concrete and vinyl-ester–based GFRP bars sampled from the bridge barriers after 11 years of service exposure to wet–dry cycles, freeze–thaw cycles, and deicing salts.
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      Field Durability Study of Vinyl-Ester–Based GFRP Rebars in Concrete Bridge Barriers

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4250082
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    contributor authorBenmokrane Brahim;Nazair Claude;Loranger Marc-Antoine;Manalo Allan
    date accessioned2019-02-26T07:53:22Z
    date available2019-02-26T07:53:22Z
    date issued2018
    identifier other%28ASCE%29BE.1943-5592.0001315.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250082
    description abstractVal-Alain Bridge on Highway 2 East is the first bridge in Canada in which the concrete deck and barrier walls were fully reinforced with vinyl-ester–based glass-fiber–reinforced polymer (GFRP) bars. Built in 24, this bridge was considered as the prototype for bridges built thereafter by the Québec Ministry of Transport (MTQ). In 215, concrete core samples containing GFRP bars were taken from the bridge barrier wall to assess the durability of the high-performance concrete and bars. The mechanical and physicochemical properties of the concrete and GFRP bars were assessed and compared with the material properties measured during bridge construction. In addition, the durability of the GFRP bars was assessed based on the performance of the reference samples from the same production lot of the bars used in reinforcing the Val-Alain Bridge. The results reveal no significant changes in the physicochemical properties as well as microstructure of the concrete and vinyl-ester–based GFRP bars sampled from the bridge barriers after 11 years of service exposure to wet–dry cycles, freeze–thaw cycles, and deicing salts.
    publisherAmerican Society of Civil Engineers
    titleField Durability Study of Vinyl-Ester–Based GFRP Rebars in Concrete Bridge Barriers
    typeJournal Paper
    journal volume23
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001315
    page4018094
    treeJournal of Bridge Engineering:;2018:;Volume ( 023 ):;issue: 012
    contenttypeFulltext
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