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    Compressive Strength of Self-Compacting Concrete during High-Temperature Exposure

    Source: Journal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    Author:
    Jin Tao
    ,
    Yong Yuan
    ,
    Luc Taerwe
    DOI: 10.1061/(ASCE)MT.1943-5533.0000102
    Publisher: American Society of Civil Engineers
    Abstract: Self-compacting concrete (SCC) is being used in high-rise buildings and industrial structures which may be subjected to high temperatures during operation or in case of an accidental fire. The proper understanding of the effects of elevated temperatures on the properties of SCC is necessary. This paper reports the results of laboratory investigations carried out to study the effects of high temperatures ranging from room temperature to
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      Compressive Strength of Self-Compacting Concrete during High-Temperature Exposure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/66445
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    contributor authorJin Tao
    contributor authorYong Yuan
    contributor authorLuc Taerwe
    date accessioned2017-05-08T21:55:10Z
    date available2017-05-08T21:55:10Z
    date copyrightOctober 2010
    date issued2010
    identifier other%28asce%29mt%2E1943-5533%2E0000134.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66445
    description abstractSelf-compacting concrete (SCC) is being used in high-rise buildings and industrial structures which may be subjected to high temperatures during operation or in case of an accidental fire. The proper understanding of the effects of elevated temperatures on the properties of SCC is necessary. This paper reports the results of laboratory investigations carried out to study the effects of high temperatures ranging from room temperature to
    publisherAmerican Society of Civil Engineers
    titleCompressive Strength of Self-Compacting Concrete during High-Temperature Exposure
    typeJournal Paper
    journal volume22
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000102
    treeJournal of Materials in Civil Engineering:;2010:;Volume ( 022 ):;issue: 010
    contenttypeFulltext
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