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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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