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    Early Corrosion Detection in Prestressed Concrete Girders Using Acoustic Emission

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 003
    Author:
    Mohamed K. ElBatanouny
    ,
    Jesé Mangual
    ,
    Paul H. Ziehl
    ,
    Fabio Matta
    DOI: 10.1061/(ASCE)MT.1943-5533.0000845
    Publisher: American Society of Civil Engineers
    Abstract: Long-term corrosion tests were performed on prestressed T-girders measuring 4.98 m (16 ft, 4 in.). The test program was composed of four specimens, including one control. The specimens were subjected to wet/dry cycles using 3% NaCl solution to accelerate corrosion. Two of the specimens were precracked prior to conditioning to examine the effect of crack presence and/or width. The specimens were continuously monitored using acoustic emission (AE). Half-cell potential (HCP) measurements and linear polarization resistance (LPR) were performed daily to serve as a benchmark for corrosion detection. Acoustic emission can detect the onset of corrosion comparable in time to conventional electrochemical methods. Furthermore, AE intensity analysis has the ability to distinguish between different levels of corrosion. The specimens were load-tested to measure the residual capacity, which can give an indication of AE’s ability to detect corrosion damage before it affects the strength of prestressed structures.
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      Early Corrosion Detection in Prestressed Concrete Girders Using Acoustic Emission

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/67243
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    • Journal of Materials in Civil Engineering

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    contributor authorMohamed K. ElBatanouny
    contributor authorJesé Mangual
    contributor authorPaul H. Ziehl
    contributor authorFabio Matta
    date accessioned2017-05-08T21:56:48Z
    date available2017-05-08T21:56:48Z
    date copyrightMarch 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000883.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67243
    description abstractLong-term corrosion tests were performed on prestressed T-girders measuring 4.98 m (16 ft, 4 in.). The test program was composed of four specimens, including one control. The specimens were subjected to wet/dry cycles using 3% NaCl solution to accelerate corrosion. Two of the specimens were precracked prior to conditioning to examine the effect of crack presence and/or width. The specimens were continuously monitored using acoustic emission (AE). Half-cell potential (HCP) measurements and linear polarization resistance (LPR) were performed daily to serve as a benchmark for corrosion detection. Acoustic emission can detect the onset of corrosion comparable in time to conventional electrochemical methods. Furthermore, AE intensity analysis has the ability to distinguish between different levels of corrosion. The specimens were load-tested to measure the residual capacity, which can give an indication of AE’s ability to detect corrosion damage before it affects the strength of prestressed structures.
    publisherAmerican Society of Civil Engineers
    titleEarly Corrosion Detection in Prestressed Concrete Girders Using Acoustic Emission
    typeJournal Paper
    journal volume26
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000845
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 003
    contenttypeFulltext
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