Structural Health Monitoring Based on Vehicle-Bridge Interaction: Accomplishments and Challenges

被引:133
作者
Zhu, X. Q. [1 ]
Law, S. S. [2 ]
机构
[1] Univ Western Sydney, Sch Comp Engn & Math, Penrith, NSW 2751, Australia
[2] Beijing Jiaotong Univ, Fac Civil Engn, Beijing, Peoples R China
关键词
vehicle-bridge interaction; structural health monitoring; bridges; moving sensors; DAMAGE DETECTION; DYNAMIC-RESPONSE; MOVING-LOAD; ACCELERATION RESPONSE; PASSING VEHICLE; CRACKED BEAM; MODE SHAPES; SYSTEM-IDENTIFICATION; EXTRACTING BRIDGE; INFLUENCE LINES;
D O I
10.1260/1369-4332.18.12.1999
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The use of the vehicle-bridge interaction (VBI) data for structural health monitoring has received considerable interest in the last decade. Compared with the traditional bridge health monitoring, the VBI based approach allows the target bridges to be monitored or assessed under operating conditions. The VBI system has time-variant features and the vehicle can serve as a moving exciter and a mobile sensor in the system. Many bridge damage identification techniques based on VBI have been developed, and they could be divided into three categories, namely, technique based on the bridge responses, technique based on the vehicle responses and technique based on both the vehicle and bridge responses. This paper presents a review on the structural health monitoring based on VBI and the challenges for its general implementation in practice.
引用
收藏
页码:1999 / 2015
页数:17
相关论文
共 131 条
[81]  
McGetrick PJ, 2014, EURODYN, P2605
[82]   Theoretical investigation of the use of a moving vehicle to identify bridge dynamic parameters [J].
McGetrick, P. J. ;
Gonzalez, A. ;
Obrien, E. J. .
INSIGHT, 2009, 51 (08) :433-438
[83]   Experimental validation of a drive-by stiffness identification method for bridge monitoring [J].
McGetrick, Patrick J. ;
Kim, Chul-Woo ;
Gonzalez, Arturo ;
Brien, Eugene J. O. .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2015, 14 (04) :317-331
[84]  
Meredith J, 2012, SHOCK VIB, V19, P845, DOI [10.1155/2012/804590, 10.3233/SAV-2012-0693]
[85]   Bridge Condition Assessment based on Vibration Responses of Passenger Vehicle [J].
Miyamoto, Ayaho ;
Yabe, Akito .
9TH INTERNATIONAL CONFERENCE ON DAMAGE ASSESSMENT OF STRUCTURES (DAMAS 2011), 2011, 305
[86]   Free vibrations of simply-supported beam bridges under moving loads: Maximum resonance, cancellation and resonant vertical acceleration [J].
Museros, P. ;
Moliner, E. ;
Martinez-Rodrigo, M. D. .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (02) :326-345
[87]   A particle filtering approach for structural system identification in vehicle-structure interaction problems [J].
Nasrellah, H. A. ;
Manohar, C. S. .
JOURNAL OF SOUND AND VIBRATION, 2010, 329 (09) :1289-1309
[88]   A direct method for analyzing the vertical vehicle-structure interaction [J].
Neves, S. G. M. ;
Azevedo, A. F. M. ;
Calcada, R. .
ENGINEERING STRUCTURES, 2012, 34 :414-420
[89]   A bivariate Gaussian function approach for inverse cracks identification of forced-vibrating bridge decks [J].
Noh, Myung-Hyun ;
Lee, Sang-Youl .
INVERSE PROBLEMS IN SCIENCE AND ENGINEERING, 2013, 21 (06) :1047-1073
[90]   A drive-by inspection system via vehicle moving force identification [J].
OBrien, E. J. ;
McGetrick, P. J. ;
Gonzalez, A. .
SMART STRUCTURES AND SYSTEMS, 2014, 13 (05) :821-848