This study proposes an optimization strategy for bridge applications with a vibration-based energy harvester design. Piezoelectric cantilevers with multiple degrees of freedom (DOF) are designed and optimized to match resonant frequencies with the vibration frequencies of a full-scale bridge structure under different loading conditions and measurement locations. The specific optimization procedures include bridge vibration acceleration measurement, simulation model development for estimating the resonant frequencies, a regression model for optimization of mass combinations, and final installation on the full-scale bridge for validation. The results show that the simulation model predicted the resonant frequencies of cantilevers with less than 1 Hz difference compared with laboratory measurements. Following the entire optimization procedures proposed in this study, the optimized 2-DOF and 3-DOF cantilevers were capable of generating 18.9 [Formula: see text] J and 23.4 [Formula: see text] J energy under one loading pass, respectively, which were significantly higher than those from the baseline designs. The feasibility of the proposed optimization strategy was demonstrated and validated for vibration-based energy harvesting from bridge structures.
Optimization and Validation of Piezoelectric Cantilever Designs for Energy Harvesting from Bridge Vibrations
Transportation Research Record: Journal of the Transportation Research Board
Transportation Research Record: Journal of the Transportation Research Board ; 2678 , 2 ; 251-265
2023-05-05
Article (Journal)
Electronic Resource
English
Multi-Modal Vibration with Piezoelectric Cantilever for Energy Harvesting
British Library Online Contents | 2010
|Robust energy harvesting from walking vibrations by means of nonlinear cantilever beams
Online Contents | 2015
|IMECE2006-14431 Tunable Piezoelectric Cantilever Beams for Energy Harvesting
British Library Online Contents | 2006
|Piezoelectric energy harvesting from vortex-induced vibrations of circular cylinder
Online Contents | 2013
|