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Vibration Effect Produced by Raised Pavement Markers on the Exit Ramp of an Expressway

机译:高速公路出口匝道上凸起的路面标志产生的振动效应

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摘要

Driving over raised pavement markers (RPMs) spaced at different spacing, the human body will experience different vibrations. To explore whether RPMs situated at the exit ramp of an expressway induce a good vibration warning effect, this paper determines the spacing of RPMs situated along a deceleration lane and curved ramp. Models of roads, vehicles, and RPMs are first established in the ADAMS software, after which an integrated human-chair model constructed in SolidWorks is imported into ADAMS, and then the complete model is formed so that vibration simulations of different types of vehicle at different spacing and speeds can be carried out. The results show that the vibration warning effects of the spacing proposed by the existing Chinese specifications and this paper are basically between level III and level IV, the driver's subjective feeling is between less comfortable and uncomfortable, and both induce a good vibration warning effect. For a linear deceleration lane, when considering traffic safety, a spacing of 3 m is recommended; when considering the economy, a spacing of 6 m is recommended. For a curved deceleration lane and curved ramp, according to the actual curve radius, the spacing of RPMs can refer to the spacing recommended in the paper. In addition, the vibration warning effect for cars and semi-trailer trucks initially increases with an increase in the speed; then, after reaching a certain peak speed, the effect decreases with an increase in the speed, and finally, it tends to become gentle at speeds exceeding 100 km/h. The vibration warning effect for a semi-trailer truck is better than that for a car under the same spacing and speed.
机译:行驶在以不同间距隔开的高架路面标记(RPM)上,人体将经历不同的振动。为了探究高速公路出口匝道处的RPM是否会引起良好的振动预警效果,本文确定了沿减速车道和弯道处的RPM的间距。首先在ADAMS软件中建立道路,车辆和RPM的模型,然后将在SolidWorks中构建的集成人座椅模型导入ADAMS,然后形成完整的模型,以便不同类型的车辆在不同的振动模拟可以进行间距和速度。结果表明,现有的中国规范和本文提出的间距的振动预警效果基本在III级和IV级之间,驾驶员的主观感觉介于不舒适和不适之间,两者均产生了良好的振动预警效果。对于线性减速车道,考虑交通安全时,建议间距为3 m;考虑经济性时,建议间距为6 m。对于弯曲的减速车道和弯曲的坡道,根据实际曲线半径,RPM的间距可以参考本文中建议的间距。另外,随着速度的增加,汽车和半挂卡车的振动预警效果开始增强。然后,达到一定的峰值速度后,其效果随速度的增加而降低,最后,当速度超过100 km / h时,效果趋于平缓。在相同的间距和速度下,半挂牵引车的振动警告效果要优于汽车。

著录项

  • 来源
    《Journal of Advanced Transportation》 |2019年第2期|9196303.1-9196303.12|共12页
  • 作者单位

    Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China;

    Changan Univ, Sch Architecture, Xian 710061, Shaanxi, Peoples R China;

    Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
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