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    Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements

    Source: Journal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 001
    Author:
    Francesca Ceroni
    ,
    Antonio Bonati
    ,
    Vittorio Galimberti
    ,
    Antonio Occhiuzzi
    DOI: 10.1061/(ASCE)EM.1943-7889.0001375
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of an extensive experimental campaign of bond tests aimed to assess and compare the influence of several environmental conditioning factors (humidity and temperature) on the bond behavior of two different types of composites systems glued to concrete elements: a fiber-reinforced polymer (FRP) system made of a carbon sheet applied with epoxy resin and a polybenzoxozole (PBO) grid applied with a cement-based mortar, i.e., a fiber-reinforced cementitious matrix (FRCM) system. Several environmental conditions have been considered (partial immersion in water at 23, 30, and 40°C for short and long periods with and without further drying processes, exposure in air at 30 and 40°C) before testing the specimens according to two well-known setups for bond tests: a single push-pull shear test and a beam test. The experimental results were mainly analyzed in terms of failure modes and loads, showing a clearly negative effect of the conditioning factors for the specimens with the carbon fibre reinforced polymer (CFRP) sheet as the conditioning time increases because of the plasticization phenomena of the epoxy adhesive. Conversely, for the specimens with the PBO grid, the failure loads were slightly lower or even greater than the ones relieved for the reference specimens as the exposure periods increase, whereas in the case of short exposure, the bond strength reduced and the scattering of the experimental resulted increased.
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      Effects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4243183
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    contributor authorFrancesca Ceroni
    contributor authorAntonio Bonati
    contributor authorVittorio Galimberti
    contributor authorAntonio Occhiuzzi
    date accessioned2017-12-30T12:54:15Z
    date available2017-12-30T12:54:15Z
    date issued2018
    identifier other%28ASCE%29EM.1943-7889.0001375.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243183
    description abstractThis paper presents the results of an extensive experimental campaign of bond tests aimed to assess and compare the influence of several environmental conditioning factors (humidity and temperature) on the bond behavior of two different types of composites systems glued to concrete elements: a fiber-reinforced polymer (FRP) system made of a carbon sheet applied with epoxy resin and a polybenzoxozole (PBO) grid applied with a cement-based mortar, i.e., a fiber-reinforced cementitious matrix (FRCM) system. Several environmental conditions have been considered (partial immersion in water at 23, 30, and 40°C for short and long periods with and without further drying processes, exposure in air at 30 and 40°C) before testing the specimens according to two well-known setups for bond tests: a single push-pull shear test and a beam test. The experimental results were mainly analyzed in terms of failure modes and loads, showing a clearly negative effect of the conditioning factors for the specimens with the carbon fibre reinforced polymer (CFRP) sheet as the conditioning time increases because of the plasticization phenomena of the epoxy adhesive. Conversely, for the specimens with the PBO grid, the failure loads were slightly lower or even greater than the ones relieved for the reference specimens as the exposure periods increase, whereas in the case of short exposure, the bond strength reduced and the scattering of the experimental resulted increased.
    publisherAmerican Society of Civil Engineers
    titleEffects of Environmental Conditioning on the Bond Behavior of FRP and FRCM Systems Applied to Concrete Elements
    typeJournal Paper
    journal volume144
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0001375
    page04017144
    treeJournal of Engineering Mechanics:;2018:;Volume ( 144 ):;issue: 001
    contenttypeFulltext
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