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    Monitoring Crack Propagation in Reinforced Concrete Shear Walls by Acoustic Emission

    Source: Journal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    Author:
    Alireza Farhidzadeh
    ,
    Ehsan Dehghan-Niri
    ,
    Salvatore Salamone
    ,
    Bismarck Luna
    ,
    Andrew Whittaker
    DOI: 10.1061/(ASCE)ST.1943-541X.0000781
    Publisher: American Society of Civil Engineers
    Abstract: In the last two decades, several efforts have been made to monitor the cracking behavior in RC structures. A technique that shows promise is acoustic emission (AE). This paper presents the results of an experimental study aimed at monitoring fracture processes in a large-scale RC shear wall using one of the most important AE parameters, that is, the
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      Monitoring Crack Propagation in Reinforced Concrete Shear Walls by Acoustic Emission

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68713
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    contributor authorAlireza Farhidzadeh
    contributor authorEhsan Dehghan-Niri
    contributor authorSalvatore Salamone
    contributor authorBismarck Luna
    contributor authorAndrew Whittaker
    date accessioned2017-05-08T22:00:33Z
    date available2017-05-08T22:00:33Z
    date copyrightDecember 2013
    date issued2013
    identifier other%28asce%29st%2E1943-541x%2E0000823.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68713
    description abstractIn the last two decades, several efforts have been made to monitor the cracking behavior in RC structures. A technique that shows promise is acoustic emission (AE). This paper presents the results of an experimental study aimed at monitoring fracture processes in a large-scale RC shear wall using one of the most important AE parameters, that is, the
    publisherAmerican Society of Civil Engineers
    titleMonitoring Crack Propagation in Reinforced Concrete Shear Walls by Acoustic Emission
    typeJournal Paper
    journal volume139
    journal issue12
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000781
    treeJournal of Structural Engineering:;2013:;Volume ( 139 ):;issue: 012
    contenttypeFulltext
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