Abstract

Despite the recent developments in structural health monitoring, there remain great challenges for accurately, conveniently, and economically assessing the in-service performance of the main cables for long-span suspension bridges. A long-term structural health monitoring technique is developed to measure the tension force with a conventional sensing technology and further provide the in-service performance assessment strategy of the main cable. The monitoring system adopts conventional vibrating strings transducers to monitor the tension forces of separate cable strands of the main cable in the anchor span. The performance evaluation of the main cable is conducted based on the collected health monitoring data: (1) the measured strand forces are used to derive the overall tension force of a main cable, which is further translated into load bearing capacity assessment using the concept of safety factor; and (2) the proposed technique can also evaluate the uniformity of tension forces from different cable strands. The assessment of uniformity of strand forces of a main cable offers critical information in terms of potential risks of partial damage and performance deterioration of the main cable. The results suggest the proposed low-cost monitoring system is an option to provide approximate estimation of tension forces of main cables for suspension bridges. With the long-term monitoring data, the proposed monitoring-based evaluation methods can further provide critical information to assess the safety and serviceability performance of main cables.

Highlights

  • As a type of critical infrastructure, long-span bridges are usually vital to the local traffic around the world

  • Great attention should be paid to the uniformity of cable stands’ tension forces in the anchor span

  • Since the safety factors are higher than the first level of safety factor criterion, the monitored tension force of the main cable is within the designed value, exhibiting acceptable performance

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Summary

Introduction

As a type of critical infrastructure, long-span bridges are usually vital to the local traffic around the world. There are some emerging techniques including FBG-based smart strand [16,17] and guided ultrasonic or stress waves [18,19,20,21,22] As of these techniques, have only been investigated in laboratories and rarely tested in bridge field monitoring practice. S conventional vibrating strings transducer (VST), a kind of reliable, low-cost, and technology-mature sensor for pressure measuring, is used in monitoring of a main cable. There is no reported study about applying the VSTs on the long-term monitoring of suspension bridges during service time. Along-term monitoring strategy of applying VSTs on a long-span suspension bridge to collect in-service main cable force data is developed. The uniformity of strands’ tension forces and the main cable’s safety factor related to load bearing capacity are evaluated

Bridge Description and Instrumentation
Monitoring System of Cable Strands’ Tension Force
Estimation of Main Cable’s Tension Force
Uniformity of Cable Strands’ Tension Forces
Thresholds of Main Cable’s Safety Factor
One-Day Monitoring Data
Long-Term Monitoring Data
Conclusions

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