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    Testing Procedures for the Uniaxial Tensile Characterization of Fabric-Reinforced Cementitious Matrix Composites

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    Author:
    Diana Arboleda
    ,
    Francesca Giulia Carozzi
    ,
    Antonio Nanni
    ,
    Carlo Poggi
    DOI: 10.1061/(ASCE)CC.1943-5614.0000626
    Publisher: American Society of Civil Engineers
    Abstract: Fabric-reinforced cementitious matrix (FRCM) composites made of dry-fiber fabric embedded in an inorganic matrix are advanced cement-based materials designed for retrofitting masonry or concrete structures. Characterization of the tensile behavior of FRCM composites provides the parameters needed for the design of the structural reinforcement and has given rise to numerous research studies on the aspects that influence its mechanical properties. To obtain the tensile behavior characteristics of this composite under different boundary conditions, two test setups were investigated. A clevis grip (pin action) was used to reproduce field boundary conditions from typical installation and to obtain design parameters. A clamping grip was used to obtain a complete characterization of the composite by inducing a tensile failure of each constituent material. Several FRCM systems made with different fabrics were used for the investigation: polyparaphenylene benzobisoxazole (PBO), carbon (C), and glass (G), plus carbon and glass with a special protective coating. This paper offers a critical analysis of the experimental results and provides recommendations for the tensile characterization of FRCM materials.
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      Testing Procedures for the Uniaxial Tensile Characterization of Fabric-Reinforced Cementitious Matrix Composites

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4245322
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    contributor authorDiana Arboleda
    contributor authorFrancesca Giulia Carozzi
    contributor authorAntonio Nanni
    contributor authorCarlo Poggi
    date accessioned2017-12-30T13:04:25Z
    date available2017-12-30T13:04:25Z
    date issued2016
    identifier other%28ASCE%29CC.1943-5614.0000626.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4245322
    description abstractFabric-reinforced cementitious matrix (FRCM) composites made of dry-fiber fabric embedded in an inorganic matrix are advanced cement-based materials designed for retrofitting masonry or concrete structures. Characterization of the tensile behavior of FRCM composites provides the parameters needed for the design of the structural reinforcement and has given rise to numerous research studies on the aspects that influence its mechanical properties. To obtain the tensile behavior characteristics of this composite under different boundary conditions, two test setups were investigated. A clevis grip (pin action) was used to reproduce field boundary conditions from typical installation and to obtain design parameters. A clamping grip was used to obtain a complete characterization of the composite by inducing a tensile failure of each constituent material. Several FRCM systems made with different fabrics were used for the investigation: polyparaphenylene benzobisoxazole (PBO), carbon (C), and glass (G), plus carbon and glass with a special protective coating. This paper offers a critical analysis of the experimental results and provides recommendations for the tensile characterization of FRCM materials.
    publisherAmerican Society of Civil Engineers
    titleTesting Procedures for the Uniaxial Tensile Characterization of Fabric-Reinforced Cementitious Matrix Composites
    typeJournal Paper
    journal volume20
    journal issue3
    journal titleJournal of Composites for Construction
    identifier doi10.1061/(ASCE)CC.1943-5614.0000626
    page04015063
    treeJournal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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