Detection of Defects in Layered Concrete Based on Rayleigh Surface Wave Method

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Abstract:

Based on the finite element model, the propagation characteristics of Rayleigh wave in layered structure is studied in this paper, the time-domain characteristics of wave form is analysed under different working conditions, and the identification parameters of surface wave method to detect the layered concrete is proposed. When the incident elastic wave propagates to the defect, due to the barrier effect of the defect, a part of the incident R wave is converted into a reflected R wave, which propagates along the track plate to the surface; the other part of the R wave is converted into a transmitted R wave, along the concrete. The energy amplitude can be used as one of the parameters to identify defects in the layered concrete structure.

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210-215

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August 2019

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© 2019 Trans Tech Publications Ltd. All Rights Reserved

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[1] Tang Pu, Long Shiguo, Li Ting, Interface defects inspection of layered structure with Chirp coded signal, Measurement & Control Technology. 36 (2017) 5 - 8.

Google Scholar

[2] Liu H., Deng Z., Han F., et al, Time-frequency analysis of air-coupled GPR data for identification of delamination between pavement layers, Construction & Building Materials. 154 (2017) 1207 - 1215.

DOI: 10.1016/j.conbuildmat.2017.06.132

Google Scholar

[3] Kang J M, Song S, Park D, et al, Detection of cavities around concrete sewage pipelines using impact-echo method, Tunneling & Underground Space Technology Incorporating Trenchless Technology Research. 65 (2017) 1 - 11.

DOI: 10.1016/j.tust.2017.02.002

Google Scholar

[4] Zou D, Cui Y, A new approach for field instrumentation in grouted rock bolt monitoring using guided ultrasonic waves, Journal of Applied Geophysics. 75 (2011) 506 - 512.

DOI: 10.1016/j.jappgeo.2011.08.007

Google Scholar

[5] Azari H, Nazarian S, Yuan D, Assessing sensitivity of impact echo and ultrasonic surface wave's methods for nondestructive evaluation of concrete structures, Construction and Building Materials. 71 (2014) 384 - 391.

DOI: 10.1016/j.conbuildmat.2014.08.056

Google Scholar

[6] Qu Hua, Ning Jianguo, Li Xuehui, Nondestructive testing of concrete structures using the spectral analysis of Rayleigh wave, Concrete. 2 (2006) 76 - 80.

Google Scholar

[7] Lee, Foo Wei, H. K. Chai, and K. S. Lim, Assessment of Reinforced Concrete Surface Breaking Crack Using Rayleigh Wave Measurement, Sensors. 16. 3 (2016) 337.

DOI: 10.3390/s16030337

Google Scholar

[8] Mohseni, Hasan, and Ching-Tai Ng, Rayleigh wave propagation and scattering characteristics at debondings in fibre-reinforced polymer-retrofitted concrete structures, Structural Health Monitoring 18.1 (2019) 303 - 317.

DOI: 10.1177/1475921718754371

Google Scholar

[9] Lee, Foo, Hwa Chai, and Kok Lim, Assessment of reinforced concrete surface breaking crack using Rayleigh wave measurement, Sensors. 16.3 (2016): 337.

DOI: 10.3390/s16030337

Google Scholar

[10] Ghosh, Debdutta, Surendra Beniwal, and Abhijit Ganguli, Detection of defect in concrete slab using Rayleigh waves, 2015 IEEE International Ultrasonic Symposium (IUS). IEEE, (2015).

DOI: 10.1109/ultsym.2015.0338

Google Scholar