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    Failure Surface for Concrete under Multiaxial Load—a Unified Approach

    Source: Journal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 002
    Author:
    Puay Eng Constance Seow
    ,
    Somsak Swaddiwudhipong
    DOI: 10.1061/(ASCE)0899-1561(2005)17:2(219)
    Publisher: American Society of Civil Engineers
    Abstract: A new unified five-parameter failure surface has been proposed for use with normal strength (NC), high strength (HSC), and steel fiber-reinforced (SFRC) concrete under biaxial, triaxial, or axisymmetric loads. The study covers concrete with strengths ranging from
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      Failure Surface for Concrete under Multiaxial Load—a Unified Approach

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    http://yetl.yabesh.ir/yetl1/handle/yetl/46023
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    contributor authorPuay Eng Constance Seow
    contributor authorSomsak Swaddiwudhipong
    date accessioned2017-05-08T21:17:49Z
    date available2017-05-08T21:17:49Z
    date copyrightApril 2005
    date issued2005
    identifier other%28asce%290899-1561%282005%2917%3A2%28219%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46023
    description abstractA new unified five-parameter failure surface has been proposed for use with normal strength (NC), high strength (HSC), and steel fiber-reinforced (SFRC) concrete under biaxial, triaxial, or axisymmetric loads. The study covers concrete with strengths ranging from
    publisherAmerican Society of Civil Engineers
    titleFailure Surface for Concrete under Multiaxial Load—a Unified Approach
    typeJournal Paper
    journal volume17
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(2005)17:2(219)
    treeJournal of Materials in Civil Engineering:;2005:;Volume ( 017 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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