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    Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 005::page 04021021-1
    Author:
    Muhammad Masood Ahmad
    ,
    Farid Ullah Khan
    DOI: 10.1061/(ASCE)BE.1943-5592.0001702
    Publisher: ASCE
    Abstract: A dual resonator with electromagnetic transduction was developed to harvest bridge vibration energy at low acceleration and low frequency. The harvester had two cantilever beams: one to carry magnets and the other to carry the coil. The coil was held by the coil holder on the coil-beam in a vertical direction to have a poling direction of magnets perpendicular to it. The device was characterized in-lab and in real bridge environment. In in-lab experimentation at acceleration. In the lab, at acceleration of 0.07 g, the harvester produced 2.7 V voltage and 13 mW power (555 Ω optimal load resistance) output at the first resonant frequency of 3.2 Hz, and output voltage of 3.1 V and 7.8 mW power (at optimal load resistance of 1,200 Ω) at the second resonant frequency of 4.2 Hz. Furthermore, when the voltage was rectified from AC to DC and at 100 kΩ optimal load resistance, 0.5 g acceleration, the output voltage of 19.4 V and power of 3.764 mW was available at 3.2 Hz frequency. A battery was also charged with the DC output of the harvester. Moreover, the real bridge environment characterization tests were made on two prestressed I-section concrete bridges. The harvester on one bridge location produced a peak load voltage of 0.27 V and a peak power of 0.13 mW at resistive load of 555 Ω and 0.024 g peak bridge acceleration. At the second bridge, where the peak acceleration was 0.017 g, the harvester successfully generated a load voltage of 0.32 V and power of 0.18 mW.
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      Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4270213
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    • Journal of Bridge Engineering

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    contributor authorMuhammad Masood Ahmad
    contributor authorFarid Ullah Khan
    date accessioned2022-01-31T23:42:39Z
    date available2022-01-31T23:42:39Z
    date issued5/1/2021
    identifier other%28ASCE%29BE.1943-5592.0001702.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270213
    description abstractA dual resonator with electromagnetic transduction was developed to harvest bridge vibration energy at low acceleration and low frequency. The harvester had two cantilever beams: one to carry magnets and the other to carry the coil. The coil was held by the coil holder on the coil-beam in a vertical direction to have a poling direction of magnets perpendicular to it. The device was characterized in-lab and in real bridge environment. In in-lab experimentation at acceleration. In the lab, at acceleration of 0.07 g, the harvester produced 2.7 V voltage and 13 mW power (555 Ω optimal load resistance) output at the first resonant frequency of 3.2 Hz, and output voltage of 3.1 V and 7.8 mW power (at optimal load resistance of 1,200 Ω) at the second resonant frequency of 4.2 Hz. Furthermore, when the voltage was rectified from AC to DC and at 100 kΩ optimal load resistance, 0.5 g acceleration, the output voltage of 19.4 V and power of 3.764 mW was available at 3.2 Hz frequency. A battery was also charged with the DC output of the harvester. Moreover, the real bridge environment characterization tests were made on two prestressed I-section concrete bridges. The harvester on one bridge location produced a peak load voltage of 0.27 V and a peak power of 0.13 mW at resistive load of 555 Ω and 0.024 g peak bridge acceleration. At the second bridge, where the peak acceleration was 0.017 g, the harvester successfully generated a load voltage of 0.32 V and power of 0.18 mW.
    publisherASCE
    titleDual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges
    typeJournal Paper
    journal volume26
    journal issue5
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0001702
    journal fristpage04021021-1
    journal lastpage04021021-14
    page14
    treeJournal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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