Vision-based monitoring system for evaluating cable tensile forces on a cable-stayed bridge

被引:147
作者
Kim, Sung-Wan [1 ]
Jeon, Bub-Gyu [1 ]
Kim, Nam-Sik [1 ]
Park, Jong-Chil [2 ]
机构
[1] Pusan Natl Univ, Dept Civil & Environm Engn, Pusan 609735, South Korea
[2] Korea Expressway Corp, Infrastruct Res Div, Expressway & Transportat Res Inst, Hwaseong Si, South Korea
来源
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL | 2013年 / 12卷 / 5-6期
关键词
Cable-stayed bridge; cable tensile force; vision-based monitoring system; image processing technique; IMAGE CORRELATION; SENSORS;
D O I
10.1177/1475921713500513
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Because of the characteristics of cable-supported bridges, the cable tensile force is considered a critical item in their maintenance. In particular, because the evaluation of the cable tensile force in a cable-stayed bridge is essential for understanding the general status of the structural system, identifying the initial values of this force in the construction of a bridge and then accurately predicting and comparing its estimated values during traffic use are very important tasks for the maintenance of a cable-stayed bridge. Therefore, in this study, a vision-based monitoring system that utilizes an image processing technique was developed to estimate the tensile force of stay cables during traffic use. A remotely controllable pan-tilt drive was installed in the developed vision-based monitoring system to estimate the forces on multiple cables using a single system. The use of a 20x electric zoom lens made it possible to achieve sufficient resolution to remotely derive the dynamic characteristics of the stay cables.
引用
收藏
页码:440 / 456
页数:17
相关论文
共 29 条
[1]   DIGITAL IMAGE CORRELATION USING NEWTON-RAPHSON METHOD OF PARTIAL-DIFFERENTIAL CORRECTION [J].
BRUCK, HA ;
MCNEILL, SR ;
SUTTON, MA ;
PETERS, WH .
EXPERIMENTAL MECHANICS, 1989, 29 (03) :261-267
[2]   A VISION SYSTEM FOR VIBRATION MONITORING OF CIVIL ENGINEERING STRUCTURES [J].
Caetano, E. ;
Silva, S. ;
Bateira, J. .
EXPERIMENTAL TECHNIQUES, 2011, 35 (04) :74-82
[3]   Vertical Displacement Measurements for Bridges Using Optical Fiber Sensors and CCD Cameras - A Preliminary Study [J].
Chan, Tommy H. T. ;
Ashebo, Demeke B. ;
Tam, H. Y. ;
Yu, Y. ;
Chan, T. F. ;
Lee, P. C. ;
Gracia, Eduardo Perez .
STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL, 2009, 8 (03) :243-249
[4]   Two-step digital image correlation for micro-region measurement [J].
Chen, JL ;
Xia, GM ;
Zhou, KB ;
Xia, GS ;
Qin, YW .
OPTICS AND LASERS IN ENGINEERING, 2005, 43 (08) :836-846
[5]   Nondestructive bridge cable tension assessment using laser vibrometry [J].
Chen, SE ;
Petro, S .
EXPERIMENTAL TECHNIQUES, 2005, 29 (02) :29-32
[6]   Full-field speckle pattern image correlation with B-spline deformation function [J].
Cheng, P ;
Sutton, MA ;
Schreier, HW ;
McNeill, SR .
EXPERIMENTAL MECHANICS, 2002, 42 (03) :344-352
[7]   Development of an Automated Wireless Tension Force Estimation System for Cable-stayed Bridges [J].
Cho, Soojin ;
Lynch, Jerome P. ;
Lee, Jong-Jae ;
Yun, Chung-Bang .
JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES, 2010, 21 (03) :361-376
[8]   Structural dynamic displacement vision system using digital image processing [J].
Choi, Hyoung-Suk ;
Cheung, Jin-Hwan ;
Kim, Sang-Hyo ;
Ahn, Jin-Hee .
NDT & E INTERNATIONAL, 2011, 44 (07) :597-608
[9]   Smart elasto-magneto-electric (EME) sensors for stress monitoring of steel structures in railway infrastructures [J].
Duan, Yuan-feng ;
Zhang, Ru ;
Zhao, Yang ;
Or, Siu-wing ;
Fan, Ke-qing ;
Tang, Zhi-feng .
JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A, 2011, 12 (12) :895-901
[10]   Comparison of Local and Global Approaches to Digital Image Correlation [J].
Hild, F. ;
Roux, S. .
EXPERIMENTAL MECHANICS, 2012, 52 (09) :1503-1519