Identification of Impact Force for Base on Higher Order Wigner Distribution

Article Preview

Abstract:

In mechanical structures, the impact force is related to the structural damage. To identify the location where impact force occurs, the triangle method has long been used. This method requires three acceleration signals or strain signals to be measured on the mechanical structure. Time delay among these signals is useful information to estimate the location of the impact force. It is very difficult to estimate time delay by using the raw data of three signals because the propagation wave of the structure is a dispersive wave. Therefore, three signals should be analyzed in the time and frequency domain in order to estimate the time delay at each frequency. For the time-frequency analysis of highly non-stationary signals like impulse signals, time-frequency methods or time scale methods have been used. These methods use the first or second order statistical characteristics of the signal. This paper outlines the higher order Wigner method to obtain time and frequency information of a signal. Since it uses the high order statistics of signals, this method is useful for identifying the impact signal embedded in the background. It has a better time-frequency resolution for a non-linear signal than other time-frequency and time scale methods. This method can be applied to estimate the location of an impact force, which becomes a cause of damage of mechanical plants. Finally, in order to prove this method, experimental work was conducted on an aluminum plate in the laboratory.

You might also be interested in these eBooks

Info:

Periodical:

Key Engineering Materials (Volumes 293-294)

Pages:

111-118

Citation:

Online since:

September 2005

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2005 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] J.F. Doyle: Experimental Mechanics Vol. 37 (1997) p.403.

Google Scholar

[2] K. Kishimoto, H. Inoue, M. Hamada and T. Shibuya: Journal of Applied Mechanics Vol. 62 (1995), p.841.

Google Scholar

[3] L. Gaul and S. Hurlebaus: Mechanical Systems and Signal Processing Vol. 12 (1997), p.783.

Google Scholar

[4] S.K. Lee: KeyEngineering Materials Vol. 207-273 (2004), p.1466.

Google Scholar

[5] A. Tobias: Non-Destructive, Feb. (1976), p.9.

Google Scholar

[6] L. Cremer, M. Heckle and E. E. Ungar: Structure-Borne Sound (Springer-Verlag, N. Y. 1987).

Google Scholar

[7] S.K. Lee: Mechanical Systems and Signal Processing Vol. 15 (2001), p.1023.

Google Scholar

[8] S.K. Lee and P.R. White: Journal of COMADEM Vol. 4 (2001), p.1.

Google Scholar

[9] L. Cohen: Time-Frequency Analysis (Prentice, Hall New Jersy, 1995).

Google Scholar

[10] H. Uberall: Journal of the Acoustical Society of American Vol. 96 (1994), p.908.

Google Scholar