Multiple Crack Detection using Wavelet Transforms and Energy Signal Techniques

Wavelet transforms are efficient tools for structural health monitoring (SHM) and damage detection. However, these methods are encountered with some limitations in practice. Thus, signal energy analysis is used as an alternative technique for damage detection. In this paper, discrete wavelet transforms (DWT) and Teager energy operator (TEO) is applied to the curvature of the mode shapes of the beams, and the locations of the damages are identified. The results show that in comparison with the discrete wavelet transform, the signal energy operator has better performance. This superiority in detecting the damages, especially near the supports of the beam, is obvious and has enough sensitivities in low damage intensities. Additionally, the damage detection in the cases that the response data are noisy is investigated. For this purpose, by adding low-intensity noises to the curvature of the mode shapes, the abilities of the mentioned methods are evaluated. The results indicate that each method is not individually efficient in the detection of damages in noisy conditions, but the combination of them under noisy conditions is more reliable.

[1]  Firooz Bakhtiari-Nejad,et al.  Multiple cracks detection in a beam subjected to a moving load using wavelet analysis combined with factorial design , 2013 .

[2]  Christian Blatter Wavelets: A Primer , 1999 .

[3]  Pedro Galvín,et al.  Continuous wavelet analysis of mode shapes differences for damage detection , 2013 .

[4]  S. Loutridis,et al.  Crack identification in double-cracked beams using wavelet analysis , 2004 .

[5]  S. Oyadiji,et al.  Crack detection in simply supported beams using stationary wavelet transform of modal data , 2011 .

[6]  Charles R. Farrar,et al.  Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review , 1996 .

[7]  Luis E. Suarez,et al.  Applications of wavelet transforms to damage detection in frame structures , 2004 .

[8]  M. Cao,et al.  Damage identification for beams in noisy conditions based on Teager energy operator-wavelet transform modal curvature , 2014 .

[9]  C. Ratcliffe DAMAGE DETECTION USING A MODIFIED LAPLACIAN OPERATOR ON MODE SHAPE DATA , 1997 .

[10]  Chih-Chieh Chang,et al.  Vibration damage detection of a Timoshenko beam by spatial wavelet based approach , 2003 .

[11]  Wei Xu,et al.  Identification of multiple damage in beams based on robust curvature mode shapes , 2014 .

[12]  Osman Kopmaz,et al.  A new damage detection approach for beam-type structures based on the combination of continuous and discrete wavelet transforms , 2009 .

[13]  Xiaomin Deng,et al.  Damage detection with spatial wavelets , 1999 .

[14]  Chih-Chieh Chang,et al.  Detection of the location and size of cracks in the multiple cracked beam by spatial wavelet based approach , 2005 .

[15]  Shuncong Zhong,et al.  Detection of cracks in simply-supported beams by continuous wavelet transform of reconstructed modal data , 2011 .

[16]  Magdalena Rucka,et al.  Damage detection in beams using wavelet transform on higher vibration modes , 2011 .

[17]  Mohammad Noori,et al.  Wavelet-Based Approach for Structural Damage Detection , 2000 .

[18]  Pedro Galvín,et al.  Wavelet Based Mode Shape Analysis for Damage Detection , 2012 .