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    Investigation into Waste Tire Rubber-Filled Concrete

    Source: Journal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 003
    Author:
    Baoshan Huang
    ,
    Guoqiang Li
    ,
    Su-Seng Pang
    ,
    John Eggers
    DOI: 10.1061/(ASCE)0899-1561(2004)16:3(187)
    Publisher: American Society of Civil Engineers
    Abstract: Over the years, there has been mounting interest in the use of recycled tire rubbers in highway construction. Tire rubber-filled concrete, a rubberized Portland cement concrete with a portion of aggregates replaced by tire rubber particles, represents an alternative of using recycled tire rubbers. It is found that rubberized concrete has very high toughness. However, its strength decreases significantly as the rubber content increases. This limits its application to secondary structural components only. Very little progress has been made in increasing the strength of rubberized concrete due to the lack of understanding of the toughing mechanism. In this study, rubberized concrete was treated as a multiphase particulate-filled composite material. A modified three-layer built-in composite model was proposed based on a previous study on ordinary concrete. Finite element analysis was conducted on the developed composite model. Cylindrical rubberized concrete samples and ordinary concrete samples were prepared and tested to provide basic physical/mechanical properties in the analysis. The effect of various design parameters on the composite strength was evaluated. The finite element analysis validated the test results.
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      Investigation into Waste Tire Rubber-Filled Concrete

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/45929
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    • Journal of Materials in Civil Engineering

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    contributor authorBaoshan Huang
    contributor authorGuoqiang Li
    contributor authorSu-Seng Pang
    contributor authorJohn Eggers
    date accessioned2017-05-08T21:17:38Z
    date available2017-05-08T21:17:38Z
    date copyrightJune 2004
    date issued2004
    identifier other%28asce%290899-1561%282004%2916%3A3%28187%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45929
    description abstractOver the years, there has been mounting interest in the use of recycled tire rubbers in highway construction. Tire rubber-filled concrete, a rubberized Portland cement concrete with a portion of aggregates replaced by tire rubber particles, represents an alternative of using recycled tire rubbers. It is found that rubberized concrete has very high toughness. However, its strength decreases significantly as the rubber content increases. This limits its application to secondary structural components only. Very little progress has been made in increasing the strength of rubberized concrete due to the lack of understanding of the toughing mechanism. In this study, rubberized concrete was treated as a multiphase particulate-filled composite material. A modified three-layer built-in composite model was proposed based on a previous study on ordinary concrete. Finite element analysis was conducted on the developed composite model. Cylindrical rubberized concrete samples and ordinary concrete samples were prepared and tested to provide basic physical/mechanical properties in the analysis. The effect of various design parameters on the composite strength was evaluated. The finite element analysis validated the test results.
    publisherAmerican Society of Civil Engineers
    titleInvestigation into Waste Tire Rubber-Filled Concrete
    typeJournal Paper
    journal volume16
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2004)16:3(187)
    treeJournal of Materials in Civil Engineering:;2004:;Volume ( 016 ):;issue: 003
    contenttypeFulltext
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