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Design and experimental investigations of a vibration based wireless measurement system for bridge cable tension monitoring

  • Yan Yu
  • , Chunwei Zhang
  • , Xinqun Zhu
  • , Won Hee Kang
  • , Xingquan Mao
  • , Brian Uy

Research output: Contribution to journalArticlepeer-review

21 Citations (Scopus)

Abstract

Cables are important components of a cable-stayed bridge, and the cable tension is a crucial factor in determining the overall condition assessment of a cablestayed bridge structure. Based on the vibration frequency method, a wireless monitoring system for bridge cable tension force monitoring has been investigated and experimentally validated through laboratory and field tests in this paper. The vibration frequency-based method for cable tension measurement, the design method of the wireless measurement system with embedded identification algorithm, the test procedures, and relevant results are discussed, respectively. The developed wireless monitoring system is verified by abridge model test in the laboratory and full-scale bridge tests in the field. Field experimental results show that the relative error between this wireless monitoring system and the reference wired system values is within 0.5%. Therefore, the developed wireless measurement system can provide an estimation of cable tension with sufficient accuracy. Moreover, the developed system is highly integrated and convenient in terms of installation and dismantling, and it has potential applicability prospects in emergency for the quick detection of cable tension.
Original languageEnglish
Pages (from-to)1657-1668
Number of pages12
JournalAdvances in Structural Engineering
Volume17
Issue number11
DOIs
Publication statusPublished - 2014

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