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    Triaxial Compressive Strength of Concrete Subjected to High Temperatures

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author:
    Rabah Hammoud
    ,
    Ammar Yahia
    ,
    Rachid Boukhili
    DOI: 10.1061/(ASCE)MT.1943-5533.0000871
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study was undertaken to develop an extension of Mohr-Coulomb and Newman models to predict the failure of concrete subjected to elevated temperatures. Concrete specimens of
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      Triaxial Compressive Strength of Concrete Subjected to High Temperatures

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/67270
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    contributor authorRabah Hammoud
    contributor authorAmmar Yahia
    contributor authorRachid Boukhili
    date accessioned2017-05-08T21:56:57Z
    date available2017-05-08T21:56:57Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000911.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67270
    description abstractAn experimental study was undertaken to develop an extension of Mohr-Coulomb and Newman models to predict the failure of concrete subjected to elevated temperatures. Concrete specimens of
    publisherAmerican Society of Civil Engineers
    titleTriaxial Compressive Strength of Concrete Subjected to High Temperatures
    typeJournal Paper
    journal volume26
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000871
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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