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    Mechanical Properties of Fiber-Reinforced Concrete Made with Basalt Filament Fibers

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    Author:
    Padmanabhan Iyer
    ,
    Sara Y. Kenno
    ,
    Sreekanta Das
    DOI: 10.1061/(ASCE)MT.1943-5533.0001272
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced concrete (FRC) has become a viable new material used in various constructions such as building pavements, large industrial floors, and runways. In this research, basalt chopped fibers in filament form were used to develop an FRC material called basalt fiber-reinforced concrete (BFRC) to study the possible improvement in the 28-day compressive strength and modulus of rupture, though the latter one is more important for the construction of pavements, industrial floors, and runways. The basalt fiber specimens were cast using basalt filament fibers of three different lengths and three different amounts. Clumping of fibers at high fiber amounts caused mixing and casting problems. These problems become even more severe when long fibers are used at the high fiber dosage amount. The results indicated that 36-mm-long chopped basalt filament fiber and a fiber amount of
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      Mechanical Properties of Fiber-Reinforced Concrete Made with Basalt Filament Fibers

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    contributor authorPadmanabhan Iyer
    contributor authorSara Y. Kenno
    contributor authorSreekanta Das
    date accessioned2017-05-08T22:11:28Z
    date available2017-05-08T22:11:28Z
    date copyrightNovember 2015
    date issued2015
    identifier other38857944.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73150
    description abstractFiber-reinforced concrete (FRC) has become a viable new material used in various constructions such as building pavements, large industrial floors, and runways. In this research, basalt chopped fibers in filament form were used to develop an FRC material called basalt fiber-reinforced concrete (BFRC) to study the possible improvement in the 28-day compressive strength and modulus of rupture, though the latter one is more important for the construction of pavements, industrial floors, and runways. The basalt fiber specimens were cast using basalt filament fibers of three different lengths and three different amounts. Clumping of fibers at high fiber amounts caused mixing and casting problems. These problems become even more severe when long fibers are used at the high fiber dosage amount. The results indicated that 36-mm-long chopped basalt filament fiber and a fiber amount of
    publisherAmerican Society of Civil Engineers
    titleMechanical Properties of Fiber-Reinforced Concrete Made with Basalt Filament Fibers
    typeJournal Paper
    journal volume27
    journal issue11
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001272
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 011
    contenttypeFulltext
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