Vibration-based Damage Identification Methods: A Review and Comparative Study

被引:1655
作者
Fan, Wei
Qiao, Pizhong [1 ]
机构
[1] Washington State Univ, Dept Civil & Environm Engn, Pullman, WA 99164 USA
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2011年 / 10卷 / 01期
关键词
frequency; mode shapes; modal curvatures; vibration; damage identification; beams; plates; signal processing; BEAM-TYPE STRUCTURES; STRUCTURAL DAMAGE; CRACK DETECTION; WAVELET TRANSFORM; MODAL DATA; EIGENFREQUENCY CHANGES; FRACTAL DIMENSION; FREQUENCY-SHIFT; MULTIPLE CRACKS; NEURAL-NETWORKS;
D O I
10.1177/1475921710365419
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
A comprehensive review on modal parameter-based damage identification methods for beam- or plate-type structures is presented, and the damage identification algorithms in terms of signal processing are particularly emphasized. Based on the vibration features, the damage identification methods are classified into four major categories: natural frequency-based methods, mode shape-based methods, curvature mode shape-based methods, and methods using both mode shapes and frequencies, and their merits and drawbacks are discussed. It is observed that most mode shape-based and curvature mode shape-based methods only focus on damage localization. In order to precisely locate the damage, the mode shape-based methods have to rely on optimization algorithms or signal processing techniques; while the curvature mode shape-based methods are in general a very effective type of damage localization algorithms. As an implementation, a comparative study of five extensively-used damage detection algorithms for beam-type structures is conducted to evaluate and demonstrate the validity and effectiveness of the signal processing algorithms. This brief review aims to help the readers in identifying starting points for research in vibration-based damage identification and structural health monitoring and guides researchers and practitioners in better implementing available damage identification algorithms and signal processing methods for beam- or plate-type structures.
引用
收藏
页码:83 / 111
页数:29
相关论文
共 99 条
[1]   Damage detection in bridges using modal curvatures: Application to a real damage scenario [J].
Abdel Wahab, MM ;
De Roeck, G .
JOURNAL OF SOUND AND VIBRATION, 1999, 226 (02) :217-235
[2]   A numerical study of structural damage detection using changes in the rotation of mode shapes [J].
Abdo, MAB ;
Hori, M .
JOURNAL OF SOUND AND VIBRATION, 2002, 251 (02) :227-239
[3]   VIBRATION TECHNIQUE FOR NON-DESTRUCTIVELY ASSESSING INTEGRITY OF STRUCTURES [J].
ADAMS, RD ;
CAWLEY, P ;
PYE, CJ ;
STONE, BJ .
JOURNAL OF MECHANICAL ENGINEERING SCIENCE, 1978, 20 (02) :93-100
[4]   Structural health monitoring using wavelet transforms [J].
Amaravadi, V ;
Rao, V ;
Koval, LR ;
Derriso, MM .
SMART STRUCTURES AND MATERIALS 2001: SMART STRUCTURES AND INTEGRATED SYSTEMS, 2001, 4327 :258-269
[5]  
Antoine J.P., 2004, Two-Dimensional Wavelets and their Relatives
[6]   Structural damage detection based on a micro-genetic algorithm using incomplete and noisy modal test data [J].
Au, FTK ;
Cheng, YS ;
Tham, LG ;
Bai, ZZ .
JOURNAL OF SOUND AND VIBRATION, 2003, 259 (05) :1081-1094
[7]   Integrated wavelet transform and its application to vibration mode shapes for the damage detection of beam-type structures [J].
Cao, Maosen ;
Qiao, Pizhong .
SMART MATERIALS AND STRUCTURES, 2008, 17 (05)
[8]   Vibration based condition monitoring: A review [J].
Carden, EP ;
Fanning, P .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2004, 3 (04) :355-377
[9]   Detection of the location and size of cracks in the multiple cracked beam by spatial wavelet based approach [J].
Chang, CC ;
Chen, LW .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2005, 19 (01) :139-155
[10]   Damage detection of a rectangular plate by spatial wavelet based approach [J].
Chang, CC ;
Chen, LW .
APPLIED ACOUSTICS, 2004, 65 (08) :819-832