Tire-pavement friction modeling considering pavement texture and water film

IF 4.3 Q2 TRANSPORTATION
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引用次数: 0

Abstract

The accurate estimation of tire-pavement friction, especially under wet conditions, is critical to ensure pavement safety. For this purpose, this paper develops a modified tire-pavement friction model which takes the effect of pavement texture and water film into consideration. The influence of pavement texture is quantified by a newly proposed parameter called texture influence coefficient, which is related to the real contact patch of tire-pavement. The water effect is calculated from two parts, namely lubrication effect and hydrodynamic effect. Based on these two steps, a modified average lumped LuGre (ALL) model is developed. The proposed model is calibrated and verified by GripTester data collected under different vehicle velocities and water film thicknesses. The root mean square error between the calculated value of the model and the measured value is 0.023. In addition, the effects of vehicle velocity, slip rate, water film thickness, and pavement type on the friction coefficient are analyzed by numerical calculation. The results show that the friction coefficient reaches the maximum when the slip rate is in the range of [0.15, 0.20]. The increases in the vehicle speed and water film thickness will lead to the decrease in the friction coefficient. Besides, in thin water film (<1 millimeter) conditions, the deterioration effect of water film thickness on the friction coefficient is more remarkable. The results prove that the modified tire-pavement friction model provides a precise and reliable way to estimate the friction coefficient of pavement, which can assist the pavement management systems in risk warning and safety guarantee.

考虑路面纹理和水膜的轮胎路面摩擦建模
准确估算轮胎与路面的摩擦力,尤其是在潮湿条件下的摩擦力,对于确保路面安全至关重要。为此,本文建立了一个改进的轮胎与路面摩擦力模型,该模型考虑了路面纹理和水膜的影响。路面纹理的影响通过一个新提出的参数--纹理影响系数来量化,该系数与轮胎与路面的实际接触面积有关。水效应由两部分计算得出,即润滑效应和水动力效应。在这两个步骤的基础上,建立了改进的平均块状路面(ALL)模型。在不同车速和水膜厚度下收集的 GripTester 数据对所提出的模型进行了校准和验证。模型计算值与测量值之间的均方根误差为 0.023。此外,还通过数值计算分析了车速、滑移率、水膜厚度和路面类型对摩擦系数的影响。结果表明,当滑移率在 [0.15, 0.20] 范围内时,摩擦系数达到最大值。车速和水膜厚度的增加会导致摩擦系数的减小。此外,在水膜较薄(1 毫米)的条件下,水膜厚度对摩擦系数的影响更为显著。研究结果证明,改进的轮胎-路面摩擦模型为估算路面摩擦系数提供了一种精确可靠的方法,可以帮助路面管理系统进行风险预警和安全保障。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
International Journal of Transportation Science and Technology
International Journal of Transportation Science and Technology Engineering-Civil and Structural Engineering
CiteScore
7.20
自引率
0.00%
发文量
105
审稿时长
88 days
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