Nondestructive damage evaluation of plates using the multi-resolution analysis of two-dimensional Haar wavelet

A wavelet application to the vibration-based damage evaluation technique is introduced. The proposed method requires only a few of the lower mode shapes before and after a small damage event in order to detect, locate, and size damage on plate-like structures. The proposed method takes account for uncertainty in mass density, surrounding forces, foundation stiffness, etc. Based on a small damage assumption of a thin plate, the two-dimensional damage index (DI) equation is revealed within the context of elasticity. The singularity problem, which occurs in the resulting DI equation, is solved in the two-dimensional multi-resolution wavelet domain with the aid of the singular value decomposition technique. Finally, the desired damage measures are reconstructed from the one in the wavelet space by inverse wavelet transformation. The performance of the proposed method is compared with an existing damage detection method. Finally, an uncertainty analysis of the proposed method is provided.

[1]  Robert D. Adams,et al.  The location of defects in structures from measurements of natural frequencies , 1979 .

[2]  Xueguang Shao,et al.  A general approach to derivative calculation using wavelet transform , 2003 .

[3]  A. Messina,et al.  On the continuous wavelet transforms applied to discrete vibrational data for detecting open cracks in damaged beams , 2003 .

[4]  Charles R. Farrar,et al.  Application of the strain energy damage detection method to plate-like structures , 1999 .

[5]  Charles R. Farrar,et al.  A summary review of vibration-based damage identification methods , 1998 .

[6]  Norris Stubbs,et al.  A new method to extract modal parameters using output-only responses , 2005 .

[7]  P. Frank Pai,et al.  Damage detection of beams using operational deflection shapes , 2001 .

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

[9]  Gene H. Golub,et al.  Matrix computations , 1983 .

[10]  Chi-Tsong Chen,et al.  Linear System Theory and Design , 1995 .

[11]  Norris Stubbs,et al.  Flexural damage index equations of a plate , 2005 .

[12]  S. Loutridis,et al.  CRACK IDENTIFICATION IN BEAMS USING WAVELET ANALYSIS , 2003 .

[13]  Achintya Haldar,et al.  Probability, Reliability and Statistical Methods in Engineering Design (Haldar, Mahadevan) , 1999 .

[14]  Charles R. Farrar,et al.  Comparative study of damage identification algorithms applied to a bridge: I. Experiment , 1998 .

[15]  Lien-Wen Chen,et al.  Damage detection of a rectangular plate by spatial wavelet based approach , 2004 .

[16]  S. Mallat A wavelet tour of signal processing , 1998 .

[17]  Charles R. Farrar,et al.  FIELD VERIFICATION OF A NONDESTRUCTIVE DAMAGE LOCALIZATION AND SEVERITY ESTIMATION ALGORITHM , 2002 .

[18]  Arun Kumar Pandey,et al.  Damage detection from changes in curvature mode shapes , 1991 .