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    Physical, Mechanical, and Durability Characterization of Preloaded GFRP Reinforcing Bars

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    Author:
    Mathieu Robert
    ,
    Brahim Benmokrane
    DOI: 10.1061/(ASCE)CC.1943-5614.0000104
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the physical, mechanical, and durability characterization of glass fiber-reinforced polymer (FRP) (GFRP) bars subjected to different tensile stress levels. FRP bars were first loaded at levels up to 20, 40, 60, and 80% of their ultimate tensile strength (UTS) which could create cracks and microcracks in the FRP bars and affect the long-term durability of the product. Microstructural observations were conducted on preloaded GFRP reinforcing bars to show the deterioration of fiber, matrix, and the fiber/matrix interface. Moisture absorption and tensile properties of loaded bars were also measured to estimate the potential effects of cracks and microcracks on durability-related properties and on short-term mechanical properties, respectively. Loaded bars were also embedded in a moist mortar at elevated temperature to perform accelerated aging. The measured tensile strengths of the loaded bars before and after exposure were considered as a measure of the durability performance of the specimens. Results showed that the GFRP bars start to be slightly affected by the tensile stress at 60% of the UTS. These results showed that the loading of GFRP bars did not have a dramatic effect on the durability of the bars even when a pronounced tensile stress, which was approximately 80% of the UTS, takes place.
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      Physical, Mechanical, and Durability Characterization of Preloaded GFRP Reinforcing Bars

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    http://yetl.yabesh.ir/yetl1/handle/yetl/57219
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    contributor authorMathieu Robert
    contributor authorBrahim Benmokrane
    date accessioned2017-05-08T21:36:09Z
    date available2017-05-08T21:36:09Z
    date copyrightAugust 2010
    date issued2010
    identifier other%28asce%29cc%2E1943-5614%2E0000107.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/57219
    description abstractThis paper presents the physical, mechanical, and durability characterization of glass fiber-reinforced polymer (FRP) (GFRP) bars subjected to different tensile stress levels. FRP bars were first loaded at levels up to 20, 40, 60, and 80% of their ultimate tensile strength (UTS) which could create cracks and microcracks in the FRP bars and affect the long-term durability of the product. Microstructural observations were conducted on preloaded GFRP reinforcing bars to show the deterioration of fiber, matrix, and the fiber/matrix interface. Moisture absorption and tensile properties of loaded bars were also measured to estimate the potential effects of cracks and microcracks on durability-related properties and on short-term mechanical properties, respectively. Loaded bars were also embedded in a moist mortar at elevated temperature to perform accelerated aging. The measured tensile strengths of the loaded bars before and after exposure were considered as a measure of the durability performance of the specimens. Results showed that the GFRP bars start to be slightly affected by the tensile stress at 60% of the UTS. These results showed that the loading of GFRP bars did not have a dramatic effect on the durability of the bars even when a pronounced tensile stress, which was approximately 80% of the UTS, takes place.
    publisherAmerican Society of Civil Engineers
    titlePhysical, Mechanical, and Durability Characterization of Preloaded GFRP Reinforcing Bars
    typeJournal Paper
    journal volume14
    journal issue4
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000104
    treeJournal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    contenttypeFulltext
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