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    Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete

    Source: Journal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 007
    Author:
    Katherine G. Kuder
    ,
    Rishi Gupta
    ,
    Corinne Harris-Jones
    ,
    Richard Hawksworth
    ,
    Sean Henderson
    ,
    Jason Whitney
    DOI: 10.1061/(ASCE)0899-1561(2009)21:7(309)
    Publisher: American Society of Civil Engineers
    Abstract: Stay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical performance of concrete that it encases is examined. The compressive and flexural performance of the system are investigated. The results indicate that the PVC encasement enhances both compressive and flexural performance. Compressive strength is increased by the confining action of the PVC and flexural performance is improved due to the increased tensile capacity of the sections under flexural loading.
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      Effect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete

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    contributor authorKatherine G. Kuder
    contributor authorRishi Gupta
    contributor authorCorinne Harris-Jones
    contributor authorRichard Hawksworth
    contributor authorSean Henderson
    contributor authorJason Whitney
    date accessioned2017-05-08T21:18:39Z
    date available2017-05-08T21:18:39Z
    date copyrightJuly 2009
    date issued2009
    identifier other%28asce%290899-1561%282009%2921%3A7%28309%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46548
    description abstractStay-in-place formwork is an attractive alternative to traditional formwork (steel or wood) and is known to improve constructability and produce a more durable final product. In the work presented, the effect of a patented polyvinyl chloride (PVC) stay-in-place forming system on the mechanical performance of concrete that it encases is examined. The compressive and flexural performance of the system are investigated. The results indicate that the PVC encasement enhances both compressive and flexural performance. Compressive strength is increased by the confining action of the PVC and flexural performance is improved due to the increased tensile capacity of the sections under flexural loading.
    publisherAmerican Society of Civil Engineers
    titleEffect of PVC Stay-In-Place Formwork on Mechanical Performance of Concrete
    typeJournal Paper
    journal volume21
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2009)21:7(309)
    treeJournal of Materials in Civil Engineering:;2009:;Volume ( 021 ):;issue: 007
    contenttypeFulltext
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