Abstract

The traditional BWIM (bridge weigh-in-motion) system measures the deformation of the bridge by means of sensors and uses these measurements to estimate the characteristics of passing traffic by means of dedicated algorithms. However, the application of the BWIM system is subordinated to the type of superstructure, composition, geometry, materials, and shape of the bridge, the location of the strain sensors used in the system, and the need to calibrate the measured strain curve and of a precise model of the structure at hand. In order to be free from these constraints, this paper proposes a simpler BWIM system using the bridge bearings as a weighing scale to measure the reaction forces at the supports resulting from the passing traffic. To that goal, the piezocomposite element known for its durability and responsiveness to external loading is embedded appropriately in the bridge bearing to achieve the piezo-bearing. This paper presents the BWIM system constituted by the so-called piezo-bearing, the results of a series of tests conducted to verify the responsiveness of the system to external dynamic excitation, and a numerical example to validate the feasibility of the proposed BWIM system. The numerical example shows that the identification of the characteristics of the vehicle crossing the bridge can be realized based simply upon the theory of mechanics using the time histories of the measured reaction forces instead of the deformation of the bridge.

Highlights

  • Traffic load is known to be the major cause of pavement degradation

  • In the fatigue test, the piezocomposite electricity-generating element (PCGE) was not inserted in the pot bearing and was protected only by a thin rubber pad, which made the PCGE exposed to harsher conditions that it would be. e PCGE was hit more than two million times, and the results showed that the PCGE kept its integrity under the low stress level. is indicated that the selected PCGE would fulfill reliably its measuring role with durability comparable to that of the bearing [17]

  • Conclusions is paper presented a new BWIM system overcoming the drawbacks of former systems. e proposed BWIM system appears in the form of a piezo-bearing in which the PCGE is embedded

Read more

Summary

Introduction

Traffic load is known to be the major cause of pavement degradation. Traffic is characterized by very different types of vehicles varying in magnitude, number of axles, and axle grouping. MFI methods intended to obtain the time history of the wheel loads passing through the bridge but failed to achieve real-time identification due to expensive computational efforts [2] From this review, it appears that, despite its high degree of maturity, the BWIM system has still drawbacks like the dependence on the type of superstructure, composition, geometry, materials, and shape of the bridge, the location of the strain gauges used in the system, and the need to calibrate the measured strain curve and of a precise model of the structure at hand [2, 6,7,8,9]. Erefore, a dedicated piezocomposite electricity-generating element (PCGE) was designed to develop a new BWIM system embedded in the bridge bearing to realize simple and cost-effective traffic monitoring [8, 10]. Composition of the Piezo-Bearing. e widely used pot bearing is selected for the implementation of the BWIM

Neutral axis
Wmiddle axle
Exit side
Findings
Speed case
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call