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    Theoretical and Experimental Evaluation of Two Roadway Piezoelectric-Based Energy Harvesting Prototypes

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    Author:
    Roshani Hossein;Jagtap Pranav;Dessouky Samer;Montoya Arturo;Papagiannakis A. T.
    DOI: 10.1061/(ASCE)MT.1943-5533.0002112
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a theoretical and experimental study aiming to develop a stress-based roadway energy harvesting system. It describes two prototypes using piezoelectric elements. Prototype I consisted of 4, 8, and 16 8-mm-diameter cylindrical piezoelectric elements sandwiched between two copper plates. Prototype II consisted of a stack of 11 5-mm-diameter piezoelectric elements connected in parallel by alternating their polarities. Basic piezoelectric theory suggests that the relationship between power output and stress is nonlinear. Finite-element (FE) analysis shows a dependency of the power output of a cylindrical piezoelectric unit on loading frequency. The experimental evaluation included testing the prototypes in a universal testing machine under controlled temperature conditions. In addition, Prototype II was subjected to repetitive loads using an asphalt pavement analyzer without observing any loss in power output. Three-dimensional dynamic FE simulations were performed to determine the optimum installation depth of an energy harvesting module in an asphalt concrete pavement structure. Assuming moderate traffic levels and installation in the right-wheel path only, the energy output estimated per Prototypes I and II was 36 and 171 W-h annually. This technology shows promise in powering self-standing data acquisition systems or light-emitting diode (LED) lights in rural areas where there are no electrical power lines roadside.
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      Theoretical and Experimental Evaluation of Two Roadway Piezoelectric-Based Energy Harvesting Prototypes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4247499
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    contributor authorRoshani Hossein;Jagtap Pranav;Dessouky Samer;Montoya Arturo;Papagiannakis A. T.
    date accessioned2019-02-26T07:30:51Z
    date available2019-02-26T07:30:51Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002112.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247499
    description abstractThis paper presents the results of a theoretical and experimental study aiming to develop a stress-based roadway energy harvesting system. It describes two prototypes using piezoelectric elements. Prototype I consisted of 4, 8, and 16 8-mm-diameter cylindrical piezoelectric elements sandwiched between two copper plates. Prototype II consisted of a stack of 11 5-mm-diameter piezoelectric elements connected in parallel by alternating their polarities. Basic piezoelectric theory suggests that the relationship between power output and stress is nonlinear. Finite-element (FE) analysis shows a dependency of the power output of a cylindrical piezoelectric unit on loading frequency. The experimental evaluation included testing the prototypes in a universal testing machine under controlled temperature conditions. In addition, Prototype II was subjected to repetitive loads using an asphalt pavement analyzer without observing any loss in power output. Three-dimensional dynamic FE simulations were performed to determine the optimum installation depth of an energy harvesting module in an asphalt concrete pavement structure. Assuming moderate traffic levels and installation in the right-wheel path only, the energy output estimated per Prototypes I and II was 36 and 171 W-h annually. This technology shows promise in powering self-standing data acquisition systems or light-emitting diode (LED) lights in rural areas where there are no electrical power lines roadside.
    publisherAmerican Society of Civil Engineers
    titleTheoretical and Experimental Evaluation of Two Roadway Piezoelectric-Based Energy Harvesting Prototypes
    typeJournal Paper
    journal volume30
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002112
    page4017264
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
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