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

被引:129
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
[1]  
[Anonymous], 2010, FINITE ELEM ANAL DES
[2]  
[Anonymous], 2010, P 5 INT C BRIDGE MAI
[3]   Vibration analysis of beams with open and breathing cracks subjected to moving masses [J].
Ariaei, A. ;
Ziaei-Rad, S. ;
Ghayour, M. .
JOURNAL OF SOUND AND VIBRATION, 2009, 326 (3-5) :709-724
[4]   Vibration of damaged beams under a moving mass: theory and experimental validation [J].
Bilello, C ;
Bergman, LA .
JOURNAL OF SOUND AND VIBRATION, 2004, 274 (3-5) :567-582
[5]   Structural health monitoring of civil infrastructure [J].
Brownjohn, J. M. W. .
PHILOSOPHICAL TRANSACTIONS OF THE ROYAL SOCIETY A-MATHEMATICAL PHYSICAL AND ENGINEERING SCIENCES, 2007, 365 (1851) :589-622
[6]   Innovative bridge condition assessment from dynamic response of a passing vehicle [J].
Bu, J. Q. ;
Law, S. S. ;
Zhu, X. Q. .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2006, 132 (12) :1372-1379
[7]  
Caicedo J, 2010, Patent No. [US20100262390, 20100262390]
[8]   Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction [J].
Camara, A. ;
Nguyen, K. ;
Ruiz-Teran, A. M. ;
Stafford, P. J. .
ENGINEERING STRUCTURES, 2014, 61 :61-72
[9]   Bridge Damage Detection Using Weigh-in-Motion Technology [J].
Cantero, Daniel ;
Gonzalez, Arturo .
JOURNAL OF BRIDGE ENGINEERING, 2015, 20 (05)
[10]   The Virtual Axle concept for detection of localised damage using Bridge Weigh-in-Motion data [J].
Cantero, Daniel ;
Karoumi, Raid ;
Gonzalez, Arturo .
ENGINEERING STRUCTURES, 2015, 89 :26-36