Performance Degradation Assessment of a Beam Structure by Using Wavelet Packet Energy

Article Preview

Abstract:

The evaluation on damage event of a beam structure is carried out in this study through an integration of knowledge in damage detection and signal process. A damage detection approach based on wavelet packet transform (WPT) is developed by decomposing and reconstructing the structural dynamic responses to obtain the signal energy distribution at different levels. The WPT coefficients are reconstructed to extract the signals in various frequency ranges and determine the signal energy in different frequency bands. A WPT component energy index is proposed to establish the slope vector as well as curvature vector and then the judge on the slope vector and curvature vector can indicate the damage event. Parametric study is carried out to investigate the relationship between the index amplitude and the damage extent. The results from this study demonstrate that the detection approach proposed can accurately identify the damage event in the structure.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1102-1107

Citation:

Online since:

May 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Z. Hou, M. Noori, R.S. Amand: Wavelet-based approach for structural damage detection, Journal of Engineering Mechanics, ASCE, 2000, 126(7), pp.677-683.

DOI: 10.1061/(asce)0733-9399(2000)126:7(677)

Google Scholar

[2] B. Vincent, J. Hu, Z. Hou: Damage detection using empirical mode decomposition and a comparison with wavelet analysis, Proc. of 2nd Int. Workshop on Structural Health Monitoring, , Stanford, CA, 1999, pp.891-900.

Google Scholar

[3] J.N. Yang, Y. Lei, N.E. Huang: Damage identification of civil engineering structures using Hilbert-Huang transform, Proc. of 3rd International Workshop on Structural Health Monitoring, Stanford, CA, 2001, pp.544-553.

Google Scholar

[4] B. Chen, Y.L.Xu: A new damage index for detecting sudden change of structural stiffness, International Journal of Structural Engineering and Mechanics, 2007, 26(3): pp.315-341.

DOI: 10.12989/sem.2007.26.3.315

Google Scholar

[5] J. Zheng, B. Chen, C.Y.Ye: Damage detection of steel domes subjected to earthquakes by using wavelet transform. Advanced Materials Research, 2011, 150-151: pp.1580-1583.

DOI: 10.4028/www.scientific.net/amr.150-151.1580

Google Scholar