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    Flexural Behavior of SFRC: Testing and Modeling

    Source: Journal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 004
    Author:
    J. A. O. Barros
    ,
    J. A. Figueiras
    DOI: 10.1061/(ASCE)0899-1561(1999)11:4(331)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper the results of tests performed on specimens and structural elements made of steel fiber reinforced concrete (SFRC) are presented. Fiber content of the concrete ranged from 0 to 60 kg/m
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      Flexural Behavior of SFRC: Testing and Modeling

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45607
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    contributor authorJ. A. O. Barros
    contributor authorJ. A. Figueiras
    date accessioned2017-05-08T21:17:09Z
    date available2017-05-08T21:17:09Z
    date copyrightNovember 1999
    date issued1999
    identifier other%28asce%290899-1561%281999%2911%3A4%28331%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45607
    description abstractIn this paper the results of tests performed on specimens and structural elements made of steel fiber reinforced concrete (SFRC) are presented. Fiber content of the concrete ranged from 0 to 60 kg/m
    publisherAmerican Society of Civil Engineers
    titleFlexural Behavior of SFRC: Testing and Modeling
    typeJournal Paper
    journal volume11
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1999)11:4(331)
    treeJournal of Materials in Civil Engineering:;1999:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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