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    Wireless Crack Detection in Concrete Elements Using Conductive Surface Sensors and Radio Frequency Identification Technology

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    Author:
    Mohammad Pour-Ghaz
    ,
    Timothy Barrett
    ,
    Tyler Ley
    ,
    Nicholas Materer
    ,
    Allen Apblett
    ,
    Jason Weiss
    DOI: 10.1061/(ASCE)MT.1943-5533.0000891
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the results of an experimental study that uses radio frequency identification (RFID) technology to detect cracking in concrete elements. A RFID-based sensor is used to monitor the change in electrical resistance that occurs in conductive materials applied to the surface of the concrete. When the concrete substrate is strained, the conductive material at the surface is stretched, and its electrical resistance increases. If the concrete substrate is strained to the point where it cracks, the conductive material at the surface also cracks, causing its electrical resistance to increase by orders of magnitude. This paper describes how this increase in electrical resistance attributable to cracking can be detected wirelessly by RFID technology. To experimentally illustrate the application of this technology, an RFID-based sensor and conductive surface materials are used to detect cracking in the restrained ring test. The experimental results indicate that this technology can be easily implemented and successfully used for wireless crack detection in concrete and reinforced concrete members. The technology that is described in this paper is not limited to the laboratory environment and can be easily extended to field applications.
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      Wireless Crack Detection in Concrete Elements Using Conductive Surface Sensors and Radio Frequency Identification Technology

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67291
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    • Journal of Materials in Civil Engineering

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    contributor authorMohammad Pour-Ghaz
    contributor authorTimothy Barrett
    contributor authorTyler Ley
    contributor authorNicholas Materer
    contributor authorAllen Apblett
    contributor authorJason Weiss
    date accessioned2017-05-08T21:57:02Z
    date available2017-05-08T21:57:02Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000932.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67291
    description abstractThis paper describes the results of an experimental study that uses radio frequency identification (RFID) technology to detect cracking in concrete elements. A RFID-based sensor is used to monitor the change in electrical resistance that occurs in conductive materials applied to the surface of the concrete. When the concrete substrate is strained, the conductive material at the surface is stretched, and its electrical resistance increases. If the concrete substrate is strained to the point where it cracks, the conductive material at the surface also cracks, causing its electrical resistance to increase by orders of magnitude. This paper describes how this increase in electrical resistance attributable to cracking can be detected wirelessly by RFID technology. To experimentally illustrate the application of this technology, an RFID-based sensor and conductive surface materials are used to detect cracking in the restrained ring test. The experimental results indicate that this technology can be easily implemented and successfully used for wireless crack detection in concrete and reinforced concrete members. The technology that is described in this paper is not limited to the laboratory environment and can be easily extended to field applications.
    publisherAmerican Society of Civil Engineers
    titleWireless Crack Detection in Concrete Elements Using Conductive Surface Sensors and Radio Frequency Identification Technology
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000891
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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