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    High-Performance Fiber-Reinforced Concrete: Development and Evaluation as a Repairing Material

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 010
    Author:
    Manish Roy
    ,
    Indrajit Ray
    ,
    Julio F. Davalos
    DOI: 10.1061/(ASCE)MT.1943-5533.0000980
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development of high-performance fiber-reinforced concrete (HPFRC) with very high strength and the feasibility of using this concrete as a repairing material. Initially two HPFRC mixtures were developed and cured using four different curing conditions. Compressive strength and flexural strength were determined for those eight combinations. Compared to high-performance fiber-reinforced cement composites (HPFRCC), the increase in compressive strength was in the range of 25–105%. Flexural strength was found to be similar to that of HPFRCC. Based on these strength results, one mixture proportion and two curing conditions were further selected for three bond tests, i.e., direct shear, slant shear, and pull-off. The results showed comparable bond strength in case of direct shear, 20% increase in slant shear, and 40% increase in pull-off when compared with other similar studies.
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      High-Performance Fiber-Reinforced Concrete: Development and Evaluation as a Repairing Material

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67381
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    contributor authorManish Roy
    contributor authorIndrajit Ray
    contributor authorJulio F. Davalos
    date accessioned2017-05-08T21:57:28Z
    date available2017-05-08T21:57:28Z
    date copyrightOctober 2014
    date issued2014
    identifier other%28asce%29nh%2E1527-6996%2E0000027.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67381
    description abstractThis paper describes the development of high-performance fiber-reinforced concrete (HPFRC) with very high strength and the feasibility of using this concrete as a repairing material. Initially two HPFRC mixtures were developed and cured using four different curing conditions. Compressive strength and flexural strength were determined for those eight combinations. Compared to high-performance fiber-reinforced cement composites (HPFRCC), the increase in compressive strength was in the range of 25–105%. Flexural strength was found to be similar to that of HPFRCC. Based on these strength results, one mixture proportion and two curing conditions were further selected for three bond tests, i.e., direct shear, slant shear, and pull-off. The results showed comparable bond strength in case of direct shear, 20% increase in slant shear, and 40% increase in pull-off when compared with other similar studies.
    publisherAmerican Society of Civil Engineers
    titleHigh-Performance Fiber-Reinforced Concrete: Development and Evaluation as a Repairing Material
    typeJournal Paper
    journal volume26
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000980
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 010
    contenttypeFulltext
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