Structural damage identification via multi-type sensors and response reconstruction

被引:31
作者
Zhang, C. D. [1 ]
Xu, Y. L. [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Kowloon, Hong Kong, Peoples R China
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2016年 / 15卷 / 06期
关键词
Damage identification; response reconstruction; heterogeneous response fusing; radial basis function network; model updating; MODE SHAPE; PLACEMENT; SENSITIVITY; OPERATOR; GPS;
D O I
10.1177/1475921716659787
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
One outstanding obstacle that hinders robust application of vibration-based damage identification to civil structures is that the number of sensors installed on a large civil structure is always limited, compared with the total degrees of freedom of the structure, so that the limited measured responses may not provide enough information for detecting local damage. Furthermore, developments in sensor technology make installation of heterogeneous sensors on a structure practical and feasible while every type of sensor has its own merits and drawbacks for damage identification. But the benefits of utilizing heterogeneous sensors in vibration-based damage identification have not been fully investigated. This study proposes a damage identification method by combining the response reconstruction technique with the response sensitivity-based finite element model updating method to address these issues. The number and location of heterogeneous sensors, such as accelerometers, displacement transducers, and strain gauges, are optimally and collectively determined in an optimization strategy to obtain the best reconstruction of multi-type responses of a structure using Kalman filter. After damage occurrence, radial basis function network is employed to predict the mode shapes using the modal properties extracted from the measurement data by experimental modal analysis method, and these modal properties are further used to reconstruct responses of the damaged structure. The reconstructed responses are finally used to identify the damage in terms of sensitivity-based finite element model updating. In every updating, the sparse regularization is employed to increase the identification accuracy. A simply supported overhanging steel beam composed of 40 elements serves as a numerical study to demonstrate the procedure and feasibility of the proposed method. The validation of this method is further conducted by laboratory test. Both simulation study and laboratory test show that the multi-sensing approach via response reconstruction does improve the identification accuracy of damage location and quantization considerably.
引用
收藏
页码:715 / 729
页数:15
相关论文
共 37 条
[1]  
[Anonymous], 2012, Introduction to Random Signals and AppliedKalman Filtering With MATLAB Exercises
[2]  
Balageas D., 2006, Structural Health Monitoring
[3]  
Boyd S, 2004, CONVEX OPTIMIZATION
[4]   Damage identification for beams in noisy conditions based on Teager energy operator-wavelet transform modal curvature [J].
Cao, Maosen ;
Xu, Wei ;
Ostachowicz, Wieslaw ;
Su, Zhongqing .
JOURNAL OF SOUND AND VIBRATION, 2014, 333 (06) :1543-1553
[5]   An integrated GPS-accelerometer data processing technique for structural deformation monitoring [J].
Chan, W. S. ;
Xu, Y. L. ;
Ding, X. L. ;
Dai, W. J. .
JOURNAL OF GEODESY, 2006, 80 (12) :705-719
[6]   Multiscale Acceleration-Dynamic Strain-Impedance Sensor System for Structural Health Monitoring [J].
Duc-Duy Ho ;
Khac-Duy Nguyen ;
Yoon, Han-Sam ;
Kim, Jeong-Tae .
INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS, 2012,
[7]  
Friswell M.I., 1995, Finite Element Model Updating in Structural Dynamics.
[8]   Application of Neural Network for Prediction of Unmeasured Mode Shape in Damage Detection [J].
Goh, Lyn Dee ;
Bakhary, Norhisham ;
Rahman, Azlan Abdul ;
Ahmad, Baderul Hisham .
ADVANCES IN STRUCTURAL ENGINEERING, 2013, 16 (01) :99-113
[9]   COMPUTATIONAL ASPECTS OF SENSITIVITY CALCULATIONS IN LINEAR TRANSIENT STRUCTURAL-ANALYSIS [J].
GREENE, WH ;
HAFTKA, RT .
STRUCTURAL OPTIMIZATION, 1991, 3 (03) :176-201
[10]   Damage detection by finite element model updating using modal flexibility residual [J].
Jaishi, B ;
Ren, WX .
JOURNAL OF SOUND AND VIBRATION, 2006, 290 (1-2) :369-387