基于路表应变和基频的基顶当量回弹模量研究
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U416.2

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国家自然科学基金资助项目(52108333)


Equivalent Modulus of Elasticity Based on Surface Strain and Fundamental Frequency
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    摘要:

    基于全车模型与弹性层状体系道路模型的动态响应,首先,确定了道路动态检测区域为距离轮胎?路面接触点0.4~0.8 m处;其次,分析该测试区域内面层模量、面层厚度和基顶当量回弹模量对路表应变和基频的影响规律,发现路表应变随着面层模量、面层厚度和基顶当量回弹模量的增加而减小,但基频随面层厚度的增加而降低,随面层模量和基顶当量回弹模量的增加而增长;然后,借助大量的数值模型建立了距离车轮不同位置处的路表应变拟合公式、道路基频拟合公式、基顶当量回弹模量拟合公式;最后,借助现场测试结果验证了本研究方法的适用性和可靠性,为道路工程的检测维护提供依据与参考。

    Abstract:

    Based on the dynamic response of the whole vehicle model and the elastic layered road model, the dynamic test area of highway is the distance of 0.4~0.8 m away from the contact point of tire-road. The influences of surface modulus, surface thickness and equivalent modulus of elasticity on surface strain and fundamental frequency are analyzed. The results are that surface strain decreases with the increase of surface modulus, surface thickness and equivalent modulus of elasticity. However, the fundamental frequency decreases with the increase of surface thickness, and increases with the increase of surface modulus and equivalent modulus of elasticity. The fitting formulas of surface strain at different distance away from the wheel outside, fundamental frequency, and equivalent modulus of elasticity are established. Finally, the feasibility and accuracy of methods in this paper is verified by comparing with measured values in field testing. The method provides a reliable foundation for highway testing and maintenance.

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  • 在线发布日期: 2022-01-05
  • 出版日期: 2021-12-31
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