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Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers

Modular bridge expansion joints (MBEJs) are commonly used in bridges and are often subjected to fatigue damages, which necessitate fatigue monitoring of MBEJs to ensure the reliable operation of the bridges. In this paper, a stress wave based active sensing approach using piezoceramic transducers is...

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Autores principales: Jiang, Tianyong, Zhang, Yaowen, Wang, Lei, Zhang, Liang, Song, Gangbing
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2018
Materias:
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6264088/
https://www.ncbi.nlm.nih.gov/pubmed/30445787
http://dx.doi.org/10.3390/s18113973
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author Jiang, Tianyong
Zhang, Yaowen
Wang, Lei
Zhang, Liang
Song, Gangbing
author_facet Jiang, Tianyong
Zhang, Yaowen
Wang, Lei
Zhang, Liang
Song, Gangbing
author_sort Jiang, Tianyong
collection PubMed
description Modular bridge expansion joints (MBEJs) are commonly used in bridges and are often subjected to fatigue damages, which necessitate fatigue monitoring of MBEJs to ensure the reliable operation of the bridges. In this paper, a stress wave based active sensing approach using piezoceramic transducers is developed to monitor the fatigue damage of MBEJ. A MBEJ involves mainly center beam, edge beam, support bar, support box, sliding bearing, sliding spring, elastomeric strip seal, full-penetration weld and reinforcing plate. In practice, for a MBEJ, the part that is most prone to fatigue damage is the full-penetration weld between the center beam and the support bar. In this paper, a specimen, which is the full-scale center-beam/support-bar (CB/SB) assembly, was designed and fabricated to facilitate the experimental study. The assembly mainly includes center beam, support bar, reinforcing plate, and full-penetration weld. The lead zirconate titanate (PZT) transducer bonded on the support bar was used as the actuator and the PZT transducer mounted on the center beam was as the sensor. Dial indicators were utilized to measure the vertical displacement of the center beam. Two series of tests, including static test, and fatigue test, were performed on the specimen in an alternating fashion. Based on the number of cyclic loading, the experiment was divided into six different stages: 0th cycle (the healthy state), 0.8 million cycles, 1.6 million cycles, 2.4 million cycles, 3.2 million cycles, and 4 million cycles. The signals received by the PZT sensor were analyzed with the help of wavelet packet analysis. In addition, the structure stiffness also was considered as a comparative approach in this paper. Experimental results show that during the fatigue test, the structure stiffness decreases with the number of cycle loading. However, the method can only obtain the fatigue damage impact on the entire structure, and cannot determine the fatigue damage degree of a certain weld. On the other hand, the proposed method can accurately monitor the fatigue damage degree of full-penetration welds. The research results show that the developed piezoceramic enabled active sensing approach can monitor and estimate the fatigue damage in MBEJ in real-time.
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spelling pubmed-62640882018-12-12 Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers Jiang, Tianyong Zhang, Yaowen Wang, Lei Zhang, Liang Song, Gangbing Sensors (Basel) Article Modular bridge expansion joints (MBEJs) are commonly used in bridges and are often subjected to fatigue damages, which necessitate fatigue monitoring of MBEJs to ensure the reliable operation of the bridges. In this paper, a stress wave based active sensing approach using piezoceramic transducers is developed to monitor the fatigue damage of MBEJ. A MBEJ involves mainly center beam, edge beam, support bar, support box, sliding bearing, sliding spring, elastomeric strip seal, full-penetration weld and reinforcing plate. In practice, for a MBEJ, the part that is most prone to fatigue damage is the full-penetration weld between the center beam and the support bar. In this paper, a specimen, which is the full-scale center-beam/support-bar (CB/SB) assembly, was designed and fabricated to facilitate the experimental study. The assembly mainly includes center beam, support bar, reinforcing plate, and full-penetration weld. The lead zirconate titanate (PZT) transducer bonded on the support bar was used as the actuator and the PZT transducer mounted on the center beam was as the sensor. Dial indicators were utilized to measure the vertical displacement of the center beam. Two series of tests, including static test, and fatigue test, were performed on the specimen in an alternating fashion. Based on the number of cyclic loading, the experiment was divided into six different stages: 0th cycle (the healthy state), 0.8 million cycles, 1.6 million cycles, 2.4 million cycles, 3.2 million cycles, and 4 million cycles. The signals received by the PZT sensor were analyzed with the help of wavelet packet analysis. In addition, the structure stiffness also was considered as a comparative approach in this paper. Experimental results show that during the fatigue test, the structure stiffness decreases with the number of cycle loading. However, the method can only obtain the fatigue damage impact on the entire structure, and cannot determine the fatigue damage degree of a certain weld. On the other hand, the proposed method can accurately monitor the fatigue damage degree of full-penetration welds. The research results show that the developed piezoceramic enabled active sensing approach can monitor and estimate the fatigue damage in MBEJ in real-time. MDPI 2018-11-15 /pmc/articles/PMC6264088/ /pubmed/30445787 http://dx.doi.org/10.3390/s18113973 Text en © 2018 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license (http://creativecommons.org/licenses/by/4.0/).
spellingShingle Article
Jiang, Tianyong
Zhang, Yaowen
Wang, Lei
Zhang, Liang
Song, Gangbing
Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers
title Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers
title_full Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers
title_fullStr Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers
title_full_unstemmed Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers
title_short Monitoring Fatigue Damage of Modular Bridge Expansion Joints Using Piezoceramic Transducers
title_sort monitoring fatigue damage of modular bridge expansion joints using piezoceramic transducers
topic Article
url https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6264088/
https://www.ncbi.nlm.nih.gov/pubmed/30445787
http://dx.doi.org/10.3390/s18113973
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