An integrated real-time structural damage detection method based on extended Kalman filter and dynamic statistical process control

被引:11
作者
Jin, Chenhao [1 ]
Jang, Shinae [1 ]
Sun, Xiaorong [2 ]
机构
[1] Univ Connecticut, Dept Civil & Environm Engn, 261 Glenbrook Rd Unit 3037, Storrs, CT 06269 USA
[2] Univ Connecticut, Dept Elect & Comp Engn, Storrs, CT 06269 USA
关键词
extended Kalman filter; parameter identification; state-space model; statistical process control; structural damage detection; SYSTEM-IDENTIFICATION; BRIDGE;
D O I
10.1177/1369433216658484
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Real-time structural parameter identification and damage detection are of great significance for structural health monitoring systems. The extended Kalman filter has been implemented in many structural damage detection methods due to its capability to estimate structural parameters based on online measurement data. Current research assumes constant structural parameters and uses static statistical process control for damage detection. However, structural parameters are typically slow-changing due to variations such as environmental and operational effects. Hence, false alarms may easily be triggered when the data points falling outside of the static statistical process control range due to the environmental and operational effects. In order to overcome this problem, this article presents a novel real-time structural damage detection method by integrating extended Kalman filter and dynamic statistical process control. Based on historical measurements of damage-sensitive parameters in the state-space model, extended Kalman filter is used to provide real-time estimations of these parameters as well as standard derivations in each time step, which are then used to update the control limits for dynamic statistical process control to detect any abnormality in the selected parameters. The numerical validation is performed on both linear and nonlinear structures, considering different damage scenarios. The simulation results demonstrate high detection accuracy rate and light computational costs of the developed extended Kalman filter-dynamic statistical process control damage detection method and the potential for implementation in structural health monitoring systems for in-service civil structures.
引用
收藏
页码:549 / 563
页数:15
相关论文
共 35 条
[1]  
[Anonymous], Statistical Process Controls
[2]  
[Anonymous], 2006, TECHNICAL REPORT
[3]   Stochastic system identification via particle and sigma-point Kalman filtering [J].
Azam, S. Eftekhar ;
Bagherinia, M. ;
Mariani, S. .
SCIENTIA IRANICA, 2012, 19 (04) :982-991
[4]   The unscented Kalman filter and particle filter methods for nonlinear structural system identification with non-collocated heterogeneous sensing [J].
Chatzi, Eleni N. ;
Smyth, Andrew W. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2009, 16 (01) :99-123
[5]   An experimental validation of time domain system identification methods with fusion of heterogeneous data [J].
Chatzis, M. N. ;
Chatzi, E. N. ;
Smyth, A. W. .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2015, 44 (04) :523-547
[6]   Long-term monitoring and data analysis of the Tamar Bridge [J].
Cross, E. J. ;
Koo, K. Y. ;
Brownjohn, J. M. W. ;
Worden, K. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2013, 35 (1-2) :16-34
[7]   Vibration-based structural health monitoring using output-only measurements under changing environment [J].
Deraemaeker, A. ;
Reynders, E. ;
De Roeck, G. ;
Kullaa, J. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2008, 22 (01) :34-56
[8]  
DYKE S., 2010, 2020 VIS EARTHQ ENG
[9]   Vibration-based damage detection using statistical process control [J].
Fugate, ML ;
Sohn, H ;
Farrar, CR .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2001, 15 (04) :707-721
[10]   STRUCTURAL IDENTIFICATION BY EXTENDED KALMAN FILTER [J].
HOSHIYA, M ;
SAITO, E .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (12) :1757-1770