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16th WCNDT 2004 - World Conference on NDT
CD-ROM Proceedings, Internet Version of ~600 Papers
Aug 30 - Sep 3, 2004 - Montreal, Canada
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SESSION: CIVIL STRUCTURES
ABSTRACT:
IMPROVING SIGNAL PROCESSING OF THE IMPACT-ECHO METHOD USING 
CONTINUOUS WAVELET TRANSFORM
C. Chiang, C. Cheng
Chaoyang University Of Technology, Wufeng, Taichung, Taiwan 
 

Fourier transform is frequently used in analyzing the frequency content of a transient signal. The drawback 
of Fourier transform is that the time-domain characteristic cannot be shown simultaneously. Wavelet 
transform is one of the time-frequency dual transforms that preserves both frequency content and time 
information of a transient signal. The length of both time window and frequency window can be varied in 
wavelet transform. As a result, the time resolution is better in high frequency band while the frequency 
resolution is better in low frequency band. A typical problem in the processing o fimpact-echo signals arises 
from peak detection based solely on frequency spectrum. Current study aims to improve the feature 
identification of impact-echo signals obtained from buried objects in concrete. Rebars, steel tubes, and PVC 
tubes of different diameters at various depths from the concrete surface are tested. Numerical simulations are 
carried out based on models constructed using the finite element method. The received signals, both 
experimental and simulated, are analyzed using both fast Fourier transform and continuous wavelet 
transform. Multiple back-wall reflections can be easily detected from the wavelet coefficient plots (WCPs). 
Low-frequency signals due to rebars at a greater distance is clearer shown in the WCP than those due to 
rebars at a smaller distance from the side wall of concrete specimens. Such findings provide a more effective 
way to pick up rebar signals using the impact-echo method.
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MAIN AUTHOR:Chih-hung Chiang, Chaoyang University Of Technology, Taiwan
Paper CODE: 639

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