An enhanced sequential sensor optimization scheme and its application in the system identification of a rail-sleeper-ballast system

被引:13
作者
Lam, Heung-Fai [1 ,2 ]
Adeagbo, Mujib Olamide [1 ]
机构
[1] City Univ Hong Kong, Dept Architecture & Civil Engn, HKSAR, Hong Kong, Peoples R China
[2] Harbin Inst Technol, Sch Civil & Environm Engn, Shenzhen, Peoples R China
关键词
Sequential sensor placement; Sensor configuration; Spatial correlation; System identification; Ballasted track; Information entropy; PREDICTION ERROR CORRELATION; PARAMETRIC IDENTIFICATION; PLACEMENT METHODOLOGY; LOCATION; DAMAGE;
D O I
10.1016/j.ymssp.2021.108188
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The problem of optimal sensor placement for system identification and damage detection is addressed by the development of a robust method based on Bayesian theory. Information entropy is used as the optimality measure to select the optimal configuration from the candidate configurations for a given number of sensors. The enhanced sequential sensor placement (ESSP) algorithm was developed to efficiently address the computational bottlenecks that may arise when a large number of measurable degrees of freedom (DOFs) are considered for candidate configurations. In this paper, the sensor redundancy problem in finely meshed models was addressed by considering (1) the spatial correction of prediction errors at measurable DOFs and (2) a minimum sensor interval. The proposed ESSP algorithm and the two strategies for handling sensor redundancy were studied by comparing the optimal configurations from the conventional methods and that from the ESSP algorithm for a rail-sleeper-ballast system. Finally, the optimal sensor configurations thus obtained were verified via model updating of an in-situ ballasted track system using measured data from an impact hammer test. The analysis results clearly show improvements in the optimality of the sensor configuration with the proposed method relative to the conventional methods.
引用
收藏
页数:24
相关论文
共 52 条
[11]   A Bayesian approach to optimal sensor placement for structural health monitoring with application to active sensing [J].
Flynn, Eric B. ;
Todd, Michael D. .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2010, 24 (04) :891-903
[12]   Structural health monitoring and damage assessment using a novel time series analysis methodology with sensor clustering [J].
Gul, Mustafa ;
Catbas, F. Necati .
JOURNAL OF SOUND AND VIBRATION, 2011, 330 (06) :1196-1210
[13]  
He P, 2013, SHOCK VIB, V20, P601, DOI [10.3233/SAV-130771, 10.1155/2013/708910]
[14]  
Heredia-Zavoni E, 1998, EARTHQUAKE ENG STRUC, V27, P343, DOI 10.1002/(SICI)1096-9845(199804)27:4<343::AID-EQE726>3.0.CO
[15]  
2-F
[16]   Use of Measured Vibration of In-Situ Sleeper for Detecting Underlying Railway Ballast Damage [J].
Hu, Q. ;
Lam, H. F. ;
Alabi, S. A. .
INTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICS, 2015, 15 (08)
[17]   ENHANCEMENT OF ON-ORBIT MODAL IDENTIFICATION OF LARGE SPACE STRUCTURES THROUGH SENSOR PLACEMENT [J].
KAMMER, DC ;
YAO, L .
JOURNAL OF SOUND AND VIBRATION, 1994, 171 (01) :119-139
[18]   ON THE OPTIMAL LOCATION OF SENSORS FOR PARAMETRIC IDENTIFICATION OF LINEAR STRUCTURAL SYSTEMS [J].
KIRKEGAARD, PH ;
BRINCKER, R .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 1994, 8 (06) :639-647
[19]  
Krause A, 2008, J MACH LEARN RES, V9, P235
[20]   The Bayesian methodology for the detection of railway ballast damage under a concrete sleeper [J].
Lam, H. F. ;
Hu, Q. ;
Wong, M. T. .
ENGINEERING STRUCTURES, 2014, 81 :289-301