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    Performance-Based Design for Fiber-Reinforced Concrete: Potential Balancing Corrosion Risk and Strength

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 002
    Author:
    S. H. Diab
    ,
    A. M. Soliman
    ,
    M. Nokken
    DOI: 10.1061/(ASCE)MT.1943-5533.0003037
    Publisher: ASCE
    Abstract: With the advent of new materials that possess enhanced properties, designing concrete mixtures targeting a certain strength is a misleading concept. Hence, shifting to performance-based design is becoming a global trend that allows more flexibility in selecting and proportioning concrete ingredients. This study investigates the potential of increasing electric resistivity for fiber-reinforced concrete (i.e., reducing corrosion risk) while maintaining adequate strength. The key parameters included mixture ingredients, electrical conductivity, and physical properties of the used fibers. Two categories of fibers were considered: conductive (steel fiber) and nonconductive fibers (i.e., polypropylene and nylon). These fibers were incorporated in concrete mixtures with and without silica fume. Compressive and splitting tensile strengths, rapid chloride penetration, bulk, and surface electric resistivity were evaluated for all tested mixtures in order to illustrate potential interactions. Results show that there is a high potential to achieve highly electrically resistant concrete with adequate strength through the use of nonconductive fibers. Moreover, results emphasize the beneficial synergistic effect of nonconductive fibers and silica fume in optimizing the performance. Developed relationships between mechanical properties and electric resistivity are anticipated to guide engineers in selecting suitable mixtures based on the targeted performance.
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      Performance-Based Design for Fiber-Reinforced Concrete: Potential Balancing Corrosion Risk and Strength

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4266179
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    contributor authorS. H. Diab
    contributor authorA. M. Soliman
    contributor authorM. Nokken
    date accessioned2022-01-30T19:54:08Z
    date available2022-01-30T19:54:08Z
    date issued2020
    identifier other%28ASCE%29MT.1943-5533.0003037.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266179
    description abstractWith the advent of new materials that possess enhanced properties, designing concrete mixtures targeting a certain strength is a misleading concept. Hence, shifting to performance-based design is becoming a global trend that allows more flexibility in selecting and proportioning concrete ingredients. This study investigates the potential of increasing electric resistivity for fiber-reinforced concrete (i.e., reducing corrosion risk) while maintaining adequate strength. The key parameters included mixture ingredients, electrical conductivity, and physical properties of the used fibers. Two categories of fibers were considered: conductive (steel fiber) and nonconductive fibers (i.e., polypropylene and nylon). These fibers were incorporated in concrete mixtures with and without silica fume. Compressive and splitting tensile strengths, rapid chloride penetration, bulk, and surface electric resistivity were evaluated for all tested mixtures in order to illustrate potential interactions. Results show that there is a high potential to achieve highly electrically resistant concrete with adequate strength through the use of nonconductive fibers. Moreover, results emphasize the beneficial synergistic effect of nonconductive fibers and silica fume in optimizing the performance. Developed relationships between mechanical properties and electric resistivity are anticipated to guide engineers in selecting suitable mixtures based on the targeted performance.
    publisherASCE
    titlePerformance-Based Design for Fiber-Reinforced Concrete: Potential Balancing Corrosion Risk and Strength
    typeJournal Paper
    journal volume32
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003037
    page04019362
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 002
    contenttypeFulltext
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