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Numerical Study on Influence of Piezoelectric Energy Harvester on Asphalt Pavement Structural Responses

机译:压电能量收集器对沥青路面结构响应影响的数值研究

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摘要

In recent years, energy harvesting technologies have been applied in pavement engineering. Piezoelectric energy harvesting in pavement aims to take advantage of the vehicle load on a road. Most of the existing theoretical and experimental research focused on the materials, structures, and shape of the energy harvesters to improve the efficiency of the output energy. However, few investigations have analyzed the compatibility of piezoelectric energy harvesters (PEHs) and pavement. This study investigated the influence of PEHs on the structural response of asphalt pavement. Three-dimensional (3D) tire-pavement interaction finite-element models with and without a PEH were constructed according to a previous demonstration project. Several critical points within the pavement structures were selected and their mechanical responses induced by the passing tire were compared and discussed. A parametric study analyzed the pavement responses to different traffic speeds, tire loads, and bonding conditions between the PEHs and asphalt layers. Two potential optimization solutions for the PEH were explored. The results showed that the influence of the PEH on the asphalt pavement performance is significant in terms of the horizontal and vertical strains and von Mises stresses. A PEH causes potential permanent damage initiation in its adjacent area within the pavement structure. The maximum values of the horizontal tensile strains appeared at the bottom of the asphalt surface course in all pavement models with a PEH. These conclusions offer basic information for improving the practical design of PEHs in asphalt pavement.
机译:近年来,能量收集技术已应用于路面工程。路面中的压电能量收集旨在利用道路上的车辆负载。现有的大多数理论和实验研究都集中在能量收集器的材料,结构和形状上,以提高输出能量的效率。但是,很少有研究分析压电能量收集器(PEH)和路面的兼容性。这项研究调查了PEHs对沥青路面结构响应的影响。根据先前的演示项目,构建了带有或不带有PEH的三维(3D)轮胎-路面相互作用有限元模型。选择了路面结构中的几个临界点,并对通过的轮胎引起的机械响应进行了比较和讨论。一项参数研究分析了路面对不同交通速度,轮胎载荷以及PEH和沥青层之间的粘结条件的响应。探索了两种潜在的PEH优化解决方案。结果表明,就水平和垂直应变以及冯·米塞斯应力而言,PEH对沥青路面性能的影响是显着的。 PEH会在路面结构内的相邻区域中引发潜在的永久性损坏。在所有带有PEH的路面模型中,水平拉伸应变的最大值出现在沥青路面的底部。这些结论为改善沥青路面PEH的实用设计提供了基础信息。

著录项

  • 来源
    《Journal of materials in civil engineering》 |2019年第3期|04019008.1-04019008.12|共12页
  • 作者单位

    Rhein Westfal TH Aachen, Rheinisch Westfaelische Tech Hsch, Inst Highway Engn, Mies van der Rohe St 1, D-52074 Aachen, Germany;

    Univ Sci & Technol Beijing, Natl Ctr Mat Serv Safety, 30 Xueyuan Rd, Beijing 100083, Peoples R China;

    Univ Sci & Technol Beijing, Natl Ctr Mat Serv Safety, 30 Xueyuan Rd, Beijing 100083, Peoples R China;

    Rhein Westfal TH Aachen, Rheinisch Westfaelische Tech Hsch, Inst Highway Engn, Mies van der Rohe St 1, D-52074 Aachen, Germany|Harbin Inst Technol, Sch Transportat Sci & Engn, 73 Huanghe Rd, Harbin 150090, Heilongjiang, Peoples R China;

    Rhein Westfal TH Aachen, Rheinisch Westfaelische Tech Hsch, Inst Highway Engn, Mies van der Rohe St 1, D-52074 Aachen, Germany;

    Univ Sci & Technol Beijing, Joint USTB Virginia Tech Lab Multifunct Mat, Beijing 100083, Peoples R China;

    Harbin Inst Technol, Sch Transportat Sci & Engn, 73 Huanghe Rd, Harbin 150090, Heilongjiang, Peoples R China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Piezoelectric energy harvester; Finite-element method; Asphalt pavement; Dynamic analysis; Tire-pavement interaction model;

    机译:压电能量采集器;有限元法;沥青路面;动力分析;轮胎-路面相互作用模型;

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