Discrete element analysis of friction performance for tire-road interaction

被引:4
作者
Lu Jiale [1 ]
Pan Baofeng [2 ]
Che Tiankai [1 ]
Sha Dong [1 ]
机构
[1] Dalian Univ Technol, Fac Infrastruct Engn, Dalian, Peoples R China
[2] Dalian Univ Technol, Sch Transportat & Logist, Dalian, Peoples R China
关键词
Discrete element method; Friction and wear; Fractal theory; Wavelet analysis; ELASTIC-PLASTIC CONTACT; PAVEMENT; MULTISCALE; MODEL;
D O I
10.1108/ILT-11-2019-0499
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Purpose This study aims to investigate the influence of surface texture distribution in respect to the procedure of pavement surface wear on friction performance. Design/methodology/approach The Weierstrass-Mandelbrot (W-M) equation is used to appropriate pavement surface profile. Through this approximation, artificial rough profiles by combining fractal parameters and conventional statistical parameters for different macro-texture are created to simulate the procedure of pavement surface wear. Those artificial profiles are then imported into discrete element model to calculate the interaction forces and friction coefficient between rolling tire and road. Furthermore, wavelet theory is used to decompose the profiles into different scales and explore the correlation between the profiles of each scale and pavement friction. Findings The influence of tire vertical displacement (TVD) on friction coefficient is greater than fractal dimension of road surface texture. When TVD decreases, the profiles can provide higher friction, but the rolling stability of tire is poor. The optimal fractal dimension of road surface is about 1.5 when considering friction performance. The pavement friction performance improves with wavelength from 0.4 to 6.4mm and decreases with wavelength from 12.8 to 51.2mm. Originality/value Artificial fractal curves are generated and analyzed by combining W-M function with traditional parameter, which can also be used to analyze the influence of texture distribution on other pavement performance. The preliminary research provides a potential approach for the evaluation of pavement friction performance. Peer review The peer review history for this article is available at: https://publons.com/publon/10.1108/ILT-11-2019-0499/
引用
收藏
页码:977 / 983
页数:7
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