A 2-D continuous wavelet transform of mode shape data for damage detection of plate structures

被引:148
作者
Fan, Wei [1 ]
Qiao, Pizhong [1 ]
机构
[1] Washington State Univ, Dept Civil & Environm Engn, Composite Mat & Engn Ctr, Pullman, WA 99164 USA
关键词
Damage detection; Continuous wavelet transform; Experimental modal analysis; Mode shapes; Plates and shells; Piezoelectric sensors; CRACK IDENTIFICATION; FRACTAL DIMENSION; BEAMS; BRIDGE;
D O I
10.1016/j.ijsolstr.2009.08.022
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
A two-dimensional (2-D) continuous wavelet transform (CWT)-based damage detection algorithm using "Dergauss2d" wavelet for plate-type structures is presented. The 2-D CWT considered in this study is based on the formulation by Antoine et al. (2004). A concept of isosurface of 2-D wavelet coefficients is proposed, and it is generated to indicate the location and approximate shape or area of the damage. The proposed algorithm is a response-based damage detection technique which only requires the mode shapes of the damaged plates. This algorithm is applied to the numerical vibration mode shapes of a cantilever plate with different types of damage to illustrate its effectiveness and viability. A comparative study with other two 2-D damage detection algorithms, i.e., 2-D gapped smoothing method (GSM) and 2-D strain energy method (SEM), is performed, and it demonstrates that the proposed 2-D CWT-based algorithm is superior in noise immunity and robust with limited sensor data. The algorithm is further implemented in an experimental modal test to detect impact damage in an FRP composite plate using smart piezoelectric actuators and sensors, demonstrating its applicability to the experimental mode shapes. The present 2-D CWT-based algorithm is among a few limited studies in the literature to explore the application of 2-D wavelets in damage detection. and as demonstrated in this study, it can be used as a viable and effective technique for damage identification of plate- or shell-type structures. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:4379 / 4395
页数:17
相关论文
共 28 条
[1]  
Antoine J.P., 2004, Two-Dimensional Wavelets and their Relatives
[2]   Novel Laplacian scheme and multiresolution modal curvatures for structural damage identification [J].
Cao, Maosen ;
Qiao, Pizhong .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2009, 23 (04) :1223-1242
[3]   Damage detection of a rectangular plate by spatial wavelet based approach [J].
Chang, CC ;
Chen, LW .
APPLIED ACOUSTICS, 2004, 65 (08) :819-832
[4]   Application of the strain energy damage detection method to platelike structures [J].
Cornwell, P ;
Doebling, SW ;
Farrar, CR .
JOURNAL OF SOUND AND VIBRATION, 1999, 224 (02) :359-374
[5]  
Doebling S.W., 1996, ALAMOS NATL LAB REPO, DOI 10.2172/249299
[6]   Crack identification in plates using wavelet analysis [J].
Douka, E ;
Loutridis, S ;
Trochidis, A .
JOURNAL OF SOUND AND VIBRATION, 2004, 270 (1-2) :279-295
[7]   Crack identification in beams using wavelet analysis [J].
Douka, E ;
Loutridis, S ;
Trochidis, A .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (13-14) :3557-3569
[8]   System identification from ambient vibration measurements on a bridge [J].
Farrar, CR ;
James, GH .
JOURNAL OF SOUND AND VIBRATION, 1997, 205 (01) :1-18
[9]   On the continuous wavelet transforms applied to discrete vibrational data for detecting open cracks in damaged beams [J].
Gentile, A ;
Messina, A .
INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2003, 40 (02) :295-315
[10]   Crack detection in plates using fractal dimension [J].
Hadjileontiadis, L. J. ;
Douka, E. .
ENGINEERING STRUCTURES, 2007, 29 (07) :1612-1625