用户名: 密码: 验证码:
Bridge continuous deformation measurement technology based on fiber optic gyro
详细信息    查看全文
  • 作者:Weibing Gan ; Wenbin Hu ; Fang Liu ; Jianguang Tang ; Sheng Li ; Yan Yang
  • 关键词:Long span bridge ; continuous deformation measurement ; FOG ; structural safety
  • 刊名:Photonic Sensors
  • 出版年:2016
  • 出版时间:March 2016
  • 年:2016
  • 卷:6
  • 期:1
  • 页码:71-77
  • 全文大小:590 KB
  • 参考文献:[1]D. Jiang, D. Sun, and L. Liang, “Slab deflection measurement technique based on fiber optic gyro,” in Proc. SPIE, vol. 4077, pp. 141–144, 2000.ADS CrossRef
    [2]B. F. Spencer, “Opportunities and challenges for smart sensing technology,” in First International Conference on Structural Health Monitoring and Intelligent Infrastructure, Japan, pp. 65–71, 2003.
    [3]J. Ou and H. Li, “Wireless sensor information fusion for structural health monitoring,” in Proc. SPIE, vol. 5099, pp. 356–362, 2003.ADS CrossRef
    [4]D. V. Jáuregui, K. R. White, C. B. Woodward, and K. R. Leitch, “Noncontact photogrammetric measurement of vertical bridge deflection,” Journal of Bridge Engineering, 2003, 8(4): 212–222.CrossRef
    [5]Y. Yu and J. Ou, “Design of wireless intelligent sensor for structural health monitoring,” in IEEE Sensor Networks and Information Processing Conference, Hongkong, pp. 1–5, 2004.
    [6]A. Nickitopoulou, K. Protopsalti, and S. Stiros, “Monitoring dynamic and quasi-static deformations of large flexible engineering structures with GPS: accuracy, limitations and promises,” Engineering Structures, 2006, 28(10): 1471–1482.CrossRef
    [7]G. Liu, “Research about low frequency dynamic characteristics of deflection testing system for LianTongGuan type bridge,” Dissertation for the Degree of Master of Chongqing University, China, 2007.
    [8]S. Jang, H. Jo, S. Cho, K. Mechitov, J. A. Rice, S. Sim, et al., “Structural health monitoring of a cable-stayed bridge using smart sensor technology: deployment and evaluation,” Smart Structures and Systems, 2010, 6(5‒6): 439–459.CrossRef
    [9]Y. Yu, J. Ou, and H. Li, “Design, calibration and application of wireless sensors for structural global and local monitoring of civil infrastructures,” Smart Structures and Systems, 2010, 6(5): 641–659.CrossRef
    [10]S. Li, W. Hu, Y. Yang, F. Liu, and W. Gan, “Research of FOG-based measurement technique for continuous curve modes of long span bridge,” Bridge Construction, 2014, 44(5): 69–74.
  • 作者单位:Weibing Gan (1)
    Wenbin Hu (2)
    Fang Liu (2)
    Jianguang Tang (2)
    Sheng Li (2)
    Yan Yang (1)

    1. Key Laboratory of Fiber Optic Sensing Technology and Information Processing of Ministry of Education, Wuhan University of Technology, Wuhan, 430070, China
    2. National Engineering Laboratory for Fiber Optic Sensing Technology, Wuhan University of Technology, Wuhan, 430070, China
  • 刊物类别:Physics and Astronomy
  • 刊物主题:Chinese Library of Science
    Laser Technology and Physics and Photonics
    Microwaves, RF and Optical Engineering
    Measurement Science and Instrumentation
    Optics, Optoelectronics, Plasmonics and Optical Devices
  • 出版者:University of Electronic Science and Technology of China, co-published with Springer
  • ISSN:2190-7439
文摘
Bridge is an important part of modern transportation systems and deformation is a key index for bridge’s safety evaluation. To achieve the long span bridge curve measurement rapidly and timely and accurately locate the bridge maximum deformation, the continuous deformation measurement system (CDMS) based on inertial platform is presented and validated in this paper. Firstly, based on various bridge deformation measurement methods, the method of deformation measurement based on the fiber optic gyro (FOG) is introduced. Secondly, the basic measurement principle based on FOG is presented and the continuous curve trajectory is derived by the formula. Then the measurement accuracy is analyzed in theory and the relevant factors are presented to ensure the measurement accuracy. Finally, the deformation measurement experiments are conducted on a bridge across the Yangtze River. Experimental results show that the presented deformation measurement method is feasible, practical, and reliable; the system can accurately and quickly locate the maximum deformation and has extensive and broad application prospects. Keywords Long span bridge continuous deformation measurement FOG structural safety

© 2004-2018 中国地质图书馆版权所有 京ICP备05064691号 京公网安备11010802017129号

地址:北京市海淀区学院路29号 邮编:100083

电话:办公室:(+86 10)66554848;文献借阅、咨询服务、科技查新:66554700