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    Use of Interwire Ultrasonic Leakage to Quantify Loss of Prestress in Multiwire Tendons

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 005
    Author:
    Ivan Bartoli
    ,
    Salvatore Salamone
    ,
    Robert Phillips
    ,
    Francesco Lanza di Scalea
    ,
    Charles S. Sikorsky
    DOI: 10.1061/(ASCE)EM.1943-7889.0000227
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a technique developed on the basis of ultrasonic guided waves to monitor prestress levels in multiwire prestressing strands. The transducer layout identified for stress measurement is composed of an ultrasound excitation provided by a piezoelectric element bonded on a peripheral wire. Ultrasound detection is performed on the central and peripheral wires at the strand’s end. The ultrasonic feature used for stress monitoring is the interwire leakage between the peripheral and the central wire, occurring across the strand anchorage. A semianalytical finite-element analysis is first used to predict modal and forced wave solutions in seven-wire strands as a function of the applied prestress level. The numerical analysis accounts for the changing interwire contact as a function of applied loads and predicts the attenuation occurring in loaded strand when the wave travels across the anchorage. Results of load monitoring in free strands during laboratory tests are then presented. Finally, a statistical approach is used to enhance the sensitivity of the technique to stress level in the strands. The study presented focuses on unbonded tendons. However, the final goal of the research is to monitor prestress loss in bonded tendons that are found in the majority of the bridges built in California.
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      Use of Interwire Ultrasonic Leakage to Quantify Loss of Prestress in Multiwire Tendons

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60687
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    contributor authorIvan Bartoli
    contributor authorSalvatore Salamone
    contributor authorRobert Phillips
    contributor authorFrancesco Lanza di Scalea
    contributor authorCharles S. Sikorsky
    date accessioned2017-05-08T21:43:28Z
    date available2017-05-08T21:43:28Z
    date copyrightMay 2011
    date issued2011
    identifier other%28asce%29em%2E1943-7889%2E0000236.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60687
    description abstractThis paper presents a technique developed on the basis of ultrasonic guided waves to monitor prestress levels in multiwire prestressing strands. The transducer layout identified for stress measurement is composed of an ultrasound excitation provided by a piezoelectric element bonded on a peripheral wire. Ultrasound detection is performed on the central and peripheral wires at the strand’s end. The ultrasonic feature used for stress monitoring is the interwire leakage between the peripheral and the central wire, occurring across the strand anchorage. A semianalytical finite-element analysis is first used to predict modal and forced wave solutions in seven-wire strands as a function of the applied prestress level. The numerical analysis accounts for the changing interwire contact as a function of applied loads and predicts the attenuation occurring in loaded strand when the wave travels across the anchorage. Results of load monitoring in free strands during laboratory tests are then presented. Finally, a statistical approach is used to enhance the sensitivity of the technique to stress level in the strands. The study presented focuses on unbonded tendons. However, the final goal of the research is to monitor prestress loss in bonded tendons that are found in the majority of the bridges built in California.
    publisherAmerican Society of Civil Engineers
    titleUse of Interwire Ultrasonic Leakage to Quantify Loss of Prestress in Multiwire Tendons
    typeJournal Paper
    journal volume137
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000227
    treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 005
    contenttypeFulltext
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