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Optimisation of Cantilever Based Energy Harvester Design for Railway Bridges

Autor(en): (Escuela Técnica Superior de Ingeniería Universidad de Sevilla Camino de los Descubrimientos s/n ES‐41092 Sevilla Spain)
(Escuela Técnica Superior de Ingeniería Universidad de Sevilla Camino de los Descubrimientos s/n ES‐41092 Sevilla Spain)
(Escuela Técnica Superior de Ingeniería Universidad de Sevilla Camino de los Descubrimientos s/n ES‐41092 Sevilla Spain)
(Universitat Jaume I, Department of Mechanical Engineering and Construction Avda. Sos Baynat s/n ES‐12071 Castell'on Spain)
(Universitat Jaume I, Department of Mechanical Engineering and Construction Avda. Sos Baynat s/n ES‐12071 Castell'on Spain)
Medium: Fachartikel
Sprache(n): Englisch
Veröffentlicht in: ce/papers, , n. 5, v. 6
Seite(n): 399-406
DOI: 10.1002/cepa.2070
Abstrakt:

In this paper, the authors investigate energy harvesting on railway bridges. A tuning process based on a statistical analysis of the mechanical energy generated by a lumped‐mass model is presented and validated. A cantilever‐based energy harvester configuration is applied, and the optimal design of 3D printed energy harvesters is studied. The electromechanical behaviour of the device is represented by an analytical model for the estimation of the energy harvested from train‐induced bridge vibrations. A genetic algorithm constrained to geometry and structural integrity is used to solve the optimisation problem. The design flexibility and energy performance are maximised by 3D printing of the substructure of the harvester. An optimal device prototype with PAHT CF15 substructure is designed and manufactured for a real bridge in the Madrid‐Sevilla High‐Speed line. The prototype is experimentally validated under laboratory conditions. Finally, the performance of energy harvesting is evaluated from in situ experimental data measured by the authors. The results allow quantifying the energy harvested in a time window of five hours and twenty‐seven train passages.

Structurae kann Ihnen derzeit diese Veröffentlichung nicht im Volltext zur Verfügung stellen. Der Volltext ist beim Verlag erhältlich über die DOI: 10.1002/cepa.2070.
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  • Reference-ID
    10767276
  • Veröffentlicht am:
    17.04.2024
  • Geändert am:
    17.04.2024
 
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