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    Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author:
    Benjamin A. Graybeal
    DOI: 10.1061/(ASCE)1084-0702(2008)13:6(602)
    Publisher: American Society of Civil Engineers
    Abstract: The flexural behavior of an ultrahigh-performance concrete (UHPC) was investigated through the testing and related analysis of a full-scale prestressed I-girder. A
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      Flexural Behavior of an Ultrahigh-Performance Concrete I-Girder

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    http://yetl.yabesh.ir/yetl1/handle/yetl/51161
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    contributor authorBenjamin A. Graybeal
    date accessioned2017-05-08T21:25:49Z
    date available2017-05-08T21:25:49Z
    date copyrightNovember 2008
    date issued2008
    identifier other%28asce%291084-0702%282008%2913%3A6%28602%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/51161
    description abstractThe flexural behavior of an ultrahigh-performance concrete (UHPC) was investigated through the testing and related analysis of a full-scale prestressed I-girder. A
    publisherAmerican Society of Civil Engineers
    titleFlexural Behavior of an Ultrahigh-Performance Concrete I-Girder
    typeJournal Paper
    journal volume13
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2008)13:6(602)
    treeJournal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 006
    contenttypeFulltext
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