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Harvesting traffic-induced bridge vibrations
20
Citations
2
References
2011
Year
Unknown Venue
EngineeringVibration MeasurementVibration AnalysisStructural EngineeringBridge DesignVibrationsTransportation EngineeringStructural VibrationEnergy HarvestingStructural Health MonitoringActive Vibration ControlLow-amplitude Vibration EnergySuspension BridgePontoon BridgeSensorsCivil EngineeringTraffic-induced Bridge VibrationsVibration ControlParametric Frequency
This paper demonstrates the harvesting of low-frequency and low-amplitude vibration energy from a suspension bridge. The performance of a Parametric Frequency Increased Generator (PFIG) is evaluated at different locations along the bridge. Bridge vibrations have very low acceleration 0.1-1 m/s <sup xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">2</sup> and variable frequency characteristics (1-40 Hz), making them very challenging to harvest. Field test results show consistent operation along the length of the bridge, producing 0.46-0.72 μW of continuous (average) power (peaks in the range of 30-100 μW), independent of the location of the harvester on the bridge, and without any modifications or tuning. These results pave the way for installing a network of wireless structural health monitoring sensors throughout the bridge without regard to the specific characteristics of the vibration at each location. The fabricated device has a volume of 43 cm <sup xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">3</sup> (68 cm <sup xmlns:mml="http://www.w3.org/1998/Math/MathML" xmlns:xlink="http://www.w3.org/1999/xlink">3</sup> including casing).
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