Corrosion damage detection in reinforced concrete using Rayleigh wave-based method
Corrosion of reinforcing bars is a dominant cause of degradation of reinforced concrete (RC) structures. Over time, expansive products of corrosion build up tensile stresses within the concrete, leading to cracks on the exterior surface and spalling of concrete cover. To extend the service life of R...
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sg-ntu-dr.10356-1734992024-02-07T05:38:41Z Corrosion damage detection in reinforced concrete using Rayleigh wave-based method Cheng, Weixia Sun, Hai-Han Wan, Li Soon Fan, Zheng Tan, Kang Hai School of Civil and Environmental Engineering School of Mechanical and Aerospace Engineering Engineering Reinforced Concrete Rayleigh Wave Corrosion of reinforcing bars is a dominant cause of degradation of reinforced concrete (RC) structures. Over time, expansive products of corrosion build up tensile stresses within the concrete, leading to cracks on the exterior surface and spalling of concrete cover. To extend the service life of RC structures, a reliable non-destructive inspection method is required to detect and evaluate corrosion-induced internal cracks in concrete before spalling, so that timely repair can be conducted. Ultrasonic Rayleigh waves have been employed to detect near-surface cracks in concrete based on their transmission coefficient in frequency domain or their time-of-flight information. However, due to heterogeneity of concrete materials, the ill-defined Rayleigh wave component and the sensor coupling on the rough surface of concrete have a significant influence on accuracy of the method. In this study, an improved method using Rayleigh waves has been investigated to detect corrosion-induced internal cracks in concrete. In the method, energy spectrum of the Rayleigh wave is analysed using the continuous wavelet transform and correlated to locations of internal cracks. This method is not sensitive to surface roughness of concrete members and does not need accurate identification of the Rayleigh wave components. Performance of the method was examined using corroded RC specimens with different cover depths and aggregate sizes. As a comparison, electrochemical tests were performed to map the corrosion current density. The test results showed very good agreement with the corrosion damage map generated from the proposed Rayleigh wave-based method. Ministry of National Development (MND) National Research Foundation (NRF) The authors acknowledge funding from National Research Foundation, Singapore, and Ministry of National Development, Singapore, under its Cities of Tomorrow R&D Programme (CoT Award No. COTV2-2019-1). 2024-02-07T05:38:41Z 2024-02-07T05:38:41Z 2023 Journal Article Cheng, W., Sun, H., Wan, L. S., Fan, Z. & Tan, K. H. (2023). Corrosion damage detection in reinforced concrete using Rayleigh wave-based method. Cement and Concrete Composites, 143, 105253-. https://dx.doi.org/10.1016/j.cemconcomp.2023.105253 0958-9465 https://hdl.handle.net/10356/173499 10.1016/j.cemconcomp.2023.105253 2-s2.0-85172447891 143 105253 en COT-V2-2019-1 Cement and Concrete Composites © 2023 Elsevier Ltd. All rights reserved. |
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Engineering Reinforced Concrete Rayleigh Wave |
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Engineering Reinforced Concrete Rayleigh Wave Cheng, Weixia Sun, Hai-Han Wan, Li Soon Fan, Zheng Tan, Kang Hai Corrosion damage detection in reinforced concrete using Rayleigh wave-based method |
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Corrosion of reinforcing bars is a dominant cause of degradation of reinforced concrete (RC) structures. Over time, expansive products of corrosion build up tensile stresses within the concrete, leading to cracks on the exterior surface and spalling of concrete cover. To extend the service life of RC structures, a reliable non-destructive inspection method is required to detect and evaluate corrosion-induced internal cracks in concrete before spalling, so that timely repair can be conducted. Ultrasonic Rayleigh waves have been employed to detect near-surface cracks in concrete based on their transmission coefficient in frequency domain or their time-of-flight information. However, due to heterogeneity of concrete materials, the ill-defined Rayleigh wave component and the sensor coupling on the rough surface of concrete have a significant influence on accuracy of the method. In this study, an improved method using Rayleigh waves has been investigated to detect corrosion-induced internal cracks in concrete. In the method, energy spectrum of the Rayleigh wave is analysed using the continuous wavelet transform and correlated to locations of internal cracks. This method is not sensitive to surface roughness of concrete members and does not need accurate identification of the Rayleigh wave components. Performance of the method was examined using corroded RC specimens with different cover depths and aggregate sizes. As a comparison, electrochemical tests were performed to map the corrosion current density. The test results showed very good agreement with the corrosion damage map generated from the proposed Rayleigh wave-based method. |
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School of Civil and Environmental Engineering |
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School of Civil and Environmental Engineering Cheng, Weixia Sun, Hai-Han Wan, Li Soon Fan, Zheng Tan, Kang Hai |
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Article |
author |
Cheng, Weixia Sun, Hai-Han Wan, Li Soon Fan, Zheng Tan, Kang Hai |
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Cheng, Weixia |
title |
Corrosion damage detection in reinforced concrete using Rayleigh wave-based method |
title_short |
Corrosion damage detection in reinforced concrete using Rayleigh wave-based method |
title_full |
Corrosion damage detection in reinforced concrete using Rayleigh wave-based method |
title_fullStr |
Corrosion damage detection in reinforced concrete using Rayleigh wave-based method |
title_full_unstemmed |
Corrosion damage detection in reinforced concrete using Rayleigh wave-based method |
title_sort |
corrosion damage detection in reinforced concrete using rayleigh wave-based method |
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2024 |
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https://hdl.handle.net/10356/173499 |
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1794549497403015168 |