Develoment of high-sensitivity wireless strain sensor for structural health monitoring

被引:38
作者
Jo, Hongki [1 ]
Park, Jong-Woong [2 ]
Spencer, B. F., Jr. [1 ]
Jung, Hyung-Jo [2 ]
机构
[1] UIUC, Dept Civil & Environm Engn, Urbana, IL 61800 USA
[2] Korea Adv Inst Sci & Technol, Dept Civil & Environm Engn, Taejon 305701, South Korea
基金
美国国家科学基金会; 新加坡国家研究基金会;
关键词
structural health monitoring; wireless smart sensor; high-sensitivity strain sensor; full-scale deployment; BRIDGE; NETWORKS;
D O I
10.12989/sss.2013.11.5.477
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Due to their cost-effectiveness and ease of installation, wireless smart sensors (WSS) have received considerable recent attention for structural health monitoring of civil infrastructure. Though various wireless smart sensor networks (WSSN) have been successfully implemented for full-scale structural health monitoring (SHM) applications, monitoring of low-level ambient strain still remains a challenging problem for WSS due to A/D converter (ADC) resolution, inherent circuit noise, and the need for automatic operation. In this paper, the design and validation of high-precision strain sensor board for the Imote2 WSS platform and its application to SHM of a cable-stayed bridge are presented. By accurate and automated balancing of the Wheatstone bridge, signal amplification of up to 2507-times can be obtained, while keeping signal mean close to the center of the ADC span, which allows utilization of the full span of the ADC. For better applicability to SHM for real-world structures, temperature compensation and shunt calibration are also implemented. Moreover, the sensor board has been designed to accommodate a friction-type magnet strain sensor, in addition to traditional foil-type strain gages, facilitating fast and easy deployment. The wireless strain sensor board performance is verified through both laboratory-scale tests and deployment on a full-scale cable-stayed bridge.
引用
收藏
页码:477 / 496
页数:20
相关论文
共 30 条
[1]  
AAEON Technology Inc, 2008, AEC 6905 ADV EMB FAN
[2]  
[Anonymous], 2011, NI WSN-3214, 4ch strain gage node
[3]  
[Anonymous], 2007, NI SCXI-1314, Front-mounting Wheatstone bridge terminal block
[4]  
[Anonymous], P 1 INT WORKSH NETW
[5]  
[Anonymous], 2007, NI SCXI-1520, 8-Ch Universal strain gauge input module
[6]   Structural health monitoring of a cable-stayed bridge using wireless smart sensor technology: data analyses [J].
Cho, Soojin ;
Jo, Hongki ;
Jang, Shinae ;
Park, Jongwoong ;
Jung, Hyung-Jo ;
Yun, Chung-Bang ;
Spencer, Billie F., Jr. ;
Seo, Ju-Won .
SMART STRUCTURES AND SYSTEMS, 2010, 6 (5-6) :461-480
[7]  
Choi H., 2008, P 5 INT C NETW SENS
[8]   Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation [J].
Jang, Shinae ;
Jo, Hongki ;
Cho, Soojin ;
Mechitov, Kirill ;
Rice, Jennifer A. ;
Sim, Sung-Han ;
Jung, Hyung-Jo ;
Yun, Chung-Bang ;
Spencer, Billie F., Jr. ;
Agha, Gul .
SMART STRUCTURES AND SYSTEMS, 2010, 6 (5-6) :439-459
[9]  
Jo H., 2011, P SPIE
[10]  
Kurata M, 2010, P SPIE