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    Performance Dependent Failure Criterion for Normal- and High-Strength Concretes

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    Author:
    Paula Folino
    ,
    Guillermo Etse
    ,
    Adrián Will
    DOI: 10.1061/(ASCE)EM.1943-7889.0000048
    Publisher: American Society of Civil Engineers
    Abstract: A new approach to describe the maximum strength criterion of concretes with different strength capacities is formulated. The proposed failure criterion incorporates the so-called “performance parameter”
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      Performance Dependent Failure Criterion for Normal- and High-Strength Concretes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60495
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    contributor authorPaula Folino
    contributor authorGuillermo Etse
    contributor authorAdrián Will
    date accessioned2017-05-08T21:43:10Z
    date available2017-05-08T21:43:10Z
    date copyrightDecember 2009
    date issued2009
    identifier other%28asce%29em%2E1943-7889%2E0000058.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60495
    description abstractA new approach to describe the maximum strength criterion of concretes with different strength capacities is formulated. The proposed failure criterion incorporates the so-called “performance parameter”
    publisherAmerican Society of Civil Engineers
    titlePerformance Dependent Failure Criterion for Normal- and High-Strength Concretes
    typeJournal Paper
    journal volume135
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000048
    treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    contenttypeFulltext
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