CFRP lamella stay-cable and its force measurement based on microwave radar

被引:32
|
作者
Liu, Yue [1 ]
Xie, Jia-Zhan [1 ]
Tafsirojjaman, T. [2 ]
Yue, Qing-Rui [3 ]
Tan, Cheng [4 ]
Che, Gong-Jian [5 ]
机构
[1] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing, Peoples R China
[2] Univ Southern Queensland USQ, Ctr Future Mat CFM, Sch Civil Engn & Surveying, Toowoomba, Qld 4350, Australia
[3] Univ Sci & Technol Beijing, Sch Civil & Resource Engn, Res Inst Urbanizat & Urban Safety, 30 Xueyuan Rd, Beijing, Peoples R China
[4] Tongji Univ, Coll Civil Engn, 1239 Siping Rd, Shanghai, Peoples R China
[5] Intelligent Internet China Commun Co Ltd, 67 Chaoyang Rd, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
CFRP lamella stay-cable; Cable force; Wedge-shaped clamp anchorage; Microwave radar; Vibration frequency method; VIBRATION; DISPLACEMENT;
D O I
10.1016/j.cscm.2021.e00824
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Carbon Fiber Reinforced Polymer (CFRP) has advantageous characteristics such as lightweight, high strength, high corrosion and fatigue resistance, low creep, and high damping, etc. It is suitable to be used in bridge structures as cables, which can effectively solve the problems of easy rusting, heavyweight, low tensile strength, and low fatigue performance of steel cables. This paper firstly illustrates the advantageous properties of CFRP lamella compared with CFRP rod in terms of cable anchoring and then investigates the performance of wedge-shaped clamp anchorage for CFRP lamella cable by finite element analysis and static tensile test. Finally, the process of measuring the cable force of CFRP lamella stay-cable with non-contact microwave cable force measurement technology is introduced. The finite element analysis and experiment show that the wedge-shaped clamp anchorage can effectively anchor the CFRP lamella stay-cable with a relatively high anchorage efficiency, and the maximum stress of the CFRP lamella stay cable is at the free section instead of the anchorage section, and the failure pattern is mainly the fiber explosion of the free section. The results of microwave cable force measurement are consistent with those of the traditional pressure sensor and strain gauge methods. The non contact microwave cable force measurement technology is easy and fast to operate, and it is suitable for measuring the force of CFRP cable.
引用
收藏
页数:17
相关论文
共 50 条
  • [1] Dynamic measurement of stay-cable force using digital image techniques
    Du, Wenkang
    Lei, Dong
    Bai, Pengxiang
    Zhu, Feipeng
    Huang, Zhentian
    MEASUREMENT, 2020, 151
  • [2] Cable Force Measurement of Cable-Stayed Bridge Based on Microwave Radar Test Technology
    Che, Gongjian
    Jia, Ruixin
    Liu, Kaiquan
    Zhu, Shangqing
    Hu, Jianxin
    ADVANCES IN CIVIL ENGINEERING, 2024, 2024
  • [3] Application of non-target computer-vision-based technique in stay-cable vibration measurement
    Ji, Yun-Feng
    Zhendong yu Chongji/Journal of Vibration and Shock, 2013, 32 (20): : 184 - 188
  • [4] A Way of Cable Force Measurement Based on Interference Radar
    Dong, Heng
    Wang, Jian
    Song, Qian
    2016 PROGRESS IN ELECTROMAGNETICS RESEARCH SYMPOSIUM (PIERS), 2016, : 537 - 541
  • [5] Determination of Stay-Cable Forces Using Highly Mobile Vibration Measurement Devices
    Morgenthal, Guido
    Rau, Sebastian
    Taraben, Jakob
    Abbas, Tajammal
    JOURNAL OF BRIDGE ENGINEERING, 2018, 23 (02)
  • [6] Vibration- Based Monitoring of Stay-Cable Force Using Wireless Piezoelectric- Based Strain Sensor Nodes
    Khac-Duy Nguyen
    Kim, Jeong-Tae
    JOURNAL OF THE KOREAN SOCIETY FOR NONDESTRUCTIVE TESTING, 2012, 32 (06) : 669 - 677
  • [7] Measurement Method of Stay Cable Force Based on Measured Cable Shape Using Laser Scanning
    Zhou Y.
    Huang Z.-H.
    Wang Y.
    Xiang Z.-F.
    Zhou J.-T.
    Zhang X.-S.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2021, 34 (12): : 91 - 103
  • [8] Monitoring of stay-cable icing based on electro-mechanical impedance and principal component analysis
    Zhang X.
    Sun X.
    Zhou W.
    Zhang Y.
    Harbin Gongcheng Daxue Xuebao/Journal of Harbin Engineering University, 2020, 41 (12): : 1765 - 1771
  • [9] Modal Property-Based Data Anomaly Detection Method for Autonomous Stay-Cable Monitoring System in Cable-Stayed Bridges
    Jeong, Seunghoo
    Jin, Seung-Seop
    Sim, Sung-Han
    STRUCTURAL CONTROL & HEALTH MONITORING, 2024, 2024
  • [10] Time-varying cable force identification method based on radar vibration measurement technique
    Wang T.
    Zhang J.
    Jiang S.
    Liu W.
    Chen Y.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2023, 42 (09): : 205 - 212