Technical Papers
Nov 2, 2017

Total Focusing Method or Phased Array Technique: Which Detection Technique Is Better for the Ultrasonic Nondestructive Testing of Concrete?

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 1

Abstract

Concrete is a composite material composed mainly of water, sand, aggregate, and cement. The characteristics of high attenuation of concrete for ultrasound degrade the performance of ultrasonic testing (UT), especially when the size of the target is much smaller than the aggregate. Thanks to recent improvements in electronic devices and computing technology, the total focusing method (TFM) and the phased array (PA) technique have been applied to facilitate UT for concrete. However, the question of which approach is better for the UT of concrete has not yet been addressed. Thus in this preliminary study, a synthetic PA image, which is similar to an image acquired by the PA system, and a synthetic TFM image, which is similar to an image acquired by the TFM system, were made for the UT of concrete. The qualities of these images were compared with those produced by the traditional B-scan and the synthetic aperture focusing technique (SAFT). Excluding the expense, difficulty, complexity, and efficiency of these techniques, the results of this study show modern (TFM and PA) techniques are always better than traditional (B-scan and SAFT) methods based on 100 kHz ultrasonic experiments with a low signal-to-noise ratio (SNR) condition. The SAFT method can only slightly improve the quality of the B-scan image. In addition, a moderate distance between the source and receiver is suggested for detecting shallow and small targets in concrete in order to avoid near-source backward scattering. However, the PA technique has superior performance in detecting a small target at a specific depth in concrete. On the other hand, while detecting a large target in concrete, the TFM shows better performance than the PA technique. Study results indicate both the PA and the TFM have their own merits and demerits. The PA shows good performance in the status of a low SNR environment, and the TFM works better in a high SNR situation. In conclusion, to detect a small target at a specific depth in concrete, the PA technique is recommended. Otherwise, to detect a large target in concrete, the TFM is a better choice.

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References

Azar, L., Shi, Y., and Wooh, S. C. (2000). “Beamfocusing behavior of linear phased arrays.” NDT&E Int., 33(3), 189–198.
Benites, R., Aki, K., and Yomogida, K. (1992). “Multiple scattering of SH waves in 2-D media with many cavities.” Pure Appl. Math., 138(3), 353–390.
Breysse, D. (2012). “Non-destructive assessment of concrete structures: Reliability and limits of single and combined techniques.”, Springer, London.
Bungey, J., Millard, S., and Grantham, M. (2004). Testing of concrete in structures, Taylor & Francis, London.
Chang, C. H., Chang, Y. F., Ma, Y., and Shung, K. K. (2013). “Reliable estimation of virtual source position for SAFT image.” IEEE Trans. Ultrason. Ferroelectr. Freq. Control, 60(2), 356–363.
Chang, Y. F., Wang, C. Y., and Hsieh, C. H. (2001). “Feasibility of detecting embedded cracks in concrete structures by reflection seismology.” NDT&E Int., 34(1), 39–48.
Drinkwater, B. W., and Wilcox, P. D. (2006). “Ultrasonic arrays for non-destructive evaluation: A review.” NDT&E Int., 39(7), 525–541.
Frankel, A., and Clayton, R. W. (1986). “Finite difference simulations of seismic scattering: Implications for the propagation of short-period seismic waves in the crust and models of crust heterogeneity.” J. Geophys. Res., 91(B6), 6465–6489.
Grammelmark, K. L., and Jensen, J. A. (2003). “Multi-element synthetic transmit aperture imaging using temporal encoding.” IEEE Trans. Med. Imaging, 22(4), 552–563.
Guan, X., He, J., and Rasselkorde, E. M. (2015). “A time-domain synthetic aperture ultrasound imaging method for material flaw quantification with validations on small-scale artificial and natural flaws.” Ultrasonics, 56, 487–496.
Halmshaw, R. (1991). Non-destructive testing, British Institute of Non-Destructive Testing, Northampton, U.K.
Hoegh, K., Khazanovich, L., and Yu, H. (2011). “Ultrasonic tomography for evaluation of concrete pavements.” Transp. Res. Rec., 2232, 85–94.
Holmes, C., Drinkwater, B. W., and Wilcox, P. D. (2005). “Post-processing of full matrix of ultrasonic transmit-receive array data for non-destructive evaluation.” NDT&E Int., 38(8), 701–711.
Hsieh, C. H., and Chang, Y. F. (1996). “A study of the characteristics of scattering attenuation by physical modelling.” Terr. Atmos. Oceanic Sci., 7(1), 31–42.
Jensen, J. A., Nikolov, S. I., Gammelmark, K. L., and Pedersen, M. H. (2006). “Synthetic aperture ultrasound imaging.” Ultrasonics, 44, e5–e15.
Karaman, M., Li, P. C., and O’Donnell, M. (1995). “Synthetic aperture imaging for small scale system.” IEEE Trans. Ultrason. Ferroelectr. Freq. Control, 42(3), 429–442.
Kawahara, J., and Yamashita, T. (1992). “Scattering of elastic waves by a fracture zone containing randomly distributed cracks.” Pure Appl. Geophys., 139(1), 121–144.
Kikuchi, M. (1981a). “Dispersion and attenuation of elastic waves due to multiple scattering from cracks.” Phys. Earth Planet. Inter., 27(2), 100–105.
Kikuchi, M. (1981b). “Dispersion and attenuation of elastic waves due to multiple scattering from inclusions.” Phys. Earth Planet. Inter., 25(2), 159–162.
Krause, M., Mielentz, F., Milman, B., Müller, W., Schmitz, V., and Wiggenhauser, H. (2001). “Ultrasonic image of concrete members using an array system.” NDT&E Int., 34(6), 403–408.
Li, M. L., Guan, W. J., and Li, P. C. (2004). “Improved synthetic aperture focusing technique with applications in high-frequency ultrasound imaging.” IEEE Trans. Ultrason. Ferroelectr. Freq. Control, 51(1), 63–70.
Matsunami, K. (1991). “Laboratory tests of excitation and attenuation of coda waves using 2-D models of scattering media.” Phys. Earth Planet. Inter., 67(1–2), 36–47.
Menke, W., Witte, D., and Chen, R. (1985). “Laboratory test of apparent attenuation formulas.” Bull. Seismol. Soc. Am., 75(5), 1383–1393.
Mielentz, F. (2008). “Phased array for ultrasonic investigation in concrete components.” J. Nondestruct. Eval., 27(1), 23–33.
Paris, O., Brédif, P., Roy, O., Rambach, J. M., and Nahas, G. (2003). “Study of phased array techniques for cracks characterization in concrete structure.” Proc., Int. Symp. on Non-Destructive Testing in Civil Engineering (NDT-CE), German Society for Non-Destructive Testing, Berlin, 159–167.
R/D Tech. Inc. (2007). Introduction to phased array ultrasonic technology applications, Olympus, NDT, Waltham, MA.
Sato, H. (1984). “Attenuation and envelope formation of three-component seismograms of samll local earthquakes in randomly inhomogeneous lithosphere.” J. Geophys. Res., 89(B2), 1221–1241.
Schickert, M. (1995). “Toward SAF T-imaging in ultrasonic inspection of concrete.” Proc., Int. Symp. on Non-Destructive Testing in Civil Engineering (NDT-CE), German Society for Non-Destructive Testing, Berlin, 411–418.
Schickert, M., Krause, M., and Müller, W. (2003). “Ultrasonic imaging of concrete elements using reconstruction by synthetic aperture focusing technique.” J. Mater. Civ. Eng., 235–246.
Schmitz, V., Chakhlov, S., and Müller, W. (2000). “Experiences with synthetic aperture focusing technique in the field.” Ultrasonics, 38(1–8), 731–738.
Schubert, F., and Koehler, B. (2001). “Three-dimensional time domain modeling of ultrasonic wave propagation in concrete in explicit consideration of aggregates and porosity.” J. Comput. Acoust., 9(4), 1543–1560.
Tseng, P. Y., Chang, Y. F., Lin, C. M., Nien, W. J., Chang, C. H., and Huang, C. C. (2013). “A study of total focusing method for ultrasonic nondestructive testing.” J. Test. Eval., 41(4), 557–563.
Yamashita, T. (1990). “Attenuation and dispersion of SH waves due to scattering by randomly distributed cracks.” Pure Appl. Geophys., 132(3), 545–568.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 1January 2018

History

Received: Dec 2, 2016
Accepted: Jun 26, 2017
Published online: Nov 2, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 2, 2018

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Authors

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Cheng-Wei Tseng [email protected]
Associate Researcher, Material and Chemical Research Laboratories, Industrial Technology Research Institute, Chutung, Hsinchu 310, Taiwan; Master Graduate, Dept. of Earth and Environmental Sciences, National Chung Cheng Univ., Min-hsiung, Chiayi 621, Taiwan. E-mail: [email protected]
Professor, Dept. of Earth and Environmental Sciences, National Chung Cheng Univ., Min-hsiung, Chiayi 621, Taiwan (corresponding author). ORCID: https://orcid.org/0000-0001-8643-7075. E-mail: [email protected]
Chung-Yue Wang [email protected]
Professor, Dept. of Civil Engineering, National Central Univ., Chung-li 320, Taiwan. E-mail: [email protected]

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