Damage localization using warped frequency transform in active structural health monitoring

被引:9
作者
Zhang, Chao [1 ]
Qiu, Jinhao [1 ]
Ji, Hongli [1 ]
Shan, Shengbo [1 ]
Zhao, Jinling [1 ]
机构
[1] Nanjing Univ Aeronaut & Astronaut, State Key Lab Mech & Control Mech Struct, Nanjing, Jiangsu, Peoples R China
基金
中国博士后科学基金;
关键词
Lamb wave; damage localization; warped frequency transform; active structural health monitoring; PIEZOELECTRIC SENSOR/ACTUATOR NETWORK; AIRCRAFT STRUCTURES; SENSORS; DESIGN; WAVES;
D O I
10.3233/JAE-140072
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
A spatially distributed array of piezoelectric sensors is widely used in structural health monitoring (SHIM) for active ultrasonic methods. Owing to many advantages of delay-and-sum algorithm such as intuition, low computation cost and accurate imaging result, it is very suitable for damage localization. However, due to the dispersion effect of Lamb waves, the wave packet becomes wide and distorted as it propagates in the structure which will have a negative effect in the spatial resolution of the damage imaging. This paper presents an active imaging method using warped frequency transform (WFT) to improve the spatial resolution of the imaging result. In WFT, the warped frequency range is limited in narrowband and the central frequency is fixed to keep the wave packet undistorted. Then, the dispersion effect can be compensated and the velocity of the wave packet is converted into phase velocity which is much lower than group velocity. Due to the compensated wave packet and low wave velocity, the spatial resolution of the delay-and-sum algorithm is improved. Both single damage and dual adjacent damages are detected in the experiments. The comparisons between delay-and-sum algorithm with and without WFT are made to demonstrate the proposed method.
引用
收藏
页码:897 / 909
页数:13
相关论文
共 50 条
[21]   Vibration-based structural damage identification using wavelet transform [J].
Bayissa, W. L. ;
Haritos, N. ;
Thelandersson, S. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2008, 22 (05) :1194-1215
[22]   Frequency-domain synchronization of structural health monitoring data [J].
Dragos, Kosmas ;
Magalhaes, Filipe ;
Manolis, George D. ;
Smarsly, Kay .
JOURNAL OF SOUND AND VIBRATION, 2024, 571
[23]   Structural Damage Detection in Pipeline using Lamb Waves and Wavelet Transform [J].
Shoeibi, Fatemeh ;
Ebrahimi, Afshin ;
Ghavifekr, Habib Badri .
INTERNATIONAL CONFERENCE ON GRAPHIC AND IMAGE PROCESSING (ICGIP 2011), 2011, 8285
[24]   Structural health monitoring using shaped sensors [J].
Friswell, M. I. ;
Adhikari, S. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2010, 24 (03) :623-635
[25]   Structural Health Monitoring of Pressure Vessel Based on Guided Wave Technology. Part I:Wave Propagating and Damage Localization [J].
Yang B. ;
Hu C. ;
Xuan F. ;
Luo C. ;
Xiang Y. ;
Xiao B. .
Jixie Gongcheng Xuebao/Journal of Mechanical Engineering, 2020, 56 (04) :1-10
[26]   STRUCTURAL HEALTH MONITORING USING PZT TRANSDUCER NETWORK AND LAMB WAVES [J].
Mou, J. Q. ;
Martua, L. ;
Yu, Y. Q. ;
He, Z. M. ;
Du, C. L. ;
Zhang, J. L. ;
Ong, E. H. .
PROCEEDINGS OF THE ASME INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION - 2010, VOL 1, 2012, :1-7
[27]   A damage localization approach for concrete structure using discrete wavelet transform of electromechanical admittance of bonded PZT transducers [J].
Ai, Demi ;
Zhang, Duluan ;
Zhu, Hongping .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2024, 218
[28]   A multidisciplinary approach to structural health monitoring and damage prognosis of aerospace hotspots [J].
Chattopadhyay, A. ;
Peralta, P. ;
Papandreou-Suppappola, A. ;
Kovvali, N. .
AERONAUTICAL JOURNAL, 2009, 113 (1150) :799-810
[29]   A novel nonlinear damage resonance intermodulation effect for structural health monitoring [J].
Ciampa, Francesco ;
Scarselli, Gennaro ;
Meo, Michele .
HEALTH MONITORING OF STRUCTURAL AND BIOLOGICAL SYSTEMS 2017, 2017, 10170
[30]   Structural Damage Localization Using D-S Evidence Theory [J].
Zhao, Jianhua ;
Zhang, Ling .
VIBRATION, STRUCTURAL ENGINEERING AND MEASUREMENT I, PTS 1-3, 2012, 105-107 :999-1003