期刊文献+

轮胎与沥青路面微观摩擦接触特性的分子动力学模拟 被引量:5

Molecular dynamics simulation of micro frictional contact characteristics between tires and asphalt pavement
原文传递
导出
摘要 为了精确表征轮胎与路面微观摩擦接触特性及分子作用力效应,利用分子动力学模拟分析方法建立轮胎(聚异戊二烯)和集料(二氧化硅)三维单体模型和界面接触模型,在纳米尺度上研究轮胎和集料的微观构造和接触特性.模拟结果表明:链状聚异戊二烯分子链为螺旋状结构,分子间隙较大,易产生较大变形,而二氧化硅则为典型脆性材料,表面较为平整;界面接触模型以二氧化硅为固定基底,聚异戊二烯单链在其上匀速滑动,二者间距离为0.5 nm.接触界面摩擦特性模拟结果表明摩擦系数随着速度增加而变小,其变化趋势与实验结果相同,证明模拟结果有效. To accurately capture micro frictional contact characteristics and intermolecular forces between tires and pavement,the three-dimensional monomer models and the interface contact model of tires represented by isoprene and aggregates represented by silica were established by the molecular dynamics method.The microscopic structure and tire-aggregate contact properties were studied in nanoscale.Simulation results show that polyisoprene molecular chain is in the spiral structure with big molecular gaps,and is easy to generate large deformation under external loading.Conversely,silica is brittle with relatively flat surfaces.In the tie-pavement contact model,silica is the fixed base,and the single-chain polyisoprene is sliding on the top of the silica base at a constant velocity.The surface distance between the silica base and the single-chain polyisoprene is 0.5 nm.Simulation results of tire- pavement contact show that the friction coefficient decreases with the increase of sliding velocity,and the relationship between the friction coefficient and sliding velocity shows good agreement with test results,indicating that molecular dynamics simulation is capable to predict the tirepavement frictional contact characteristics.
出处 《工程科学学报》 EI CSCD 北大核心 2016年第6期847-852,共6页 Chinese Journal of Engineering
基金 国家自然科学基金资助项目(51308042 41372320)
关键词 轮胎 沥青路面 摩擦 接触 分子动力学模拟 tires asphalt pavement friction contact molecular dynamics simulation
  • 相关文献

参考文献9

  • 1Do M T, Tang Z, Kane M. Evolution of road-surface skid-resist- ance and texture due to polishing. Wear, 2009, 566(5 -6) : 574.
  • 2Taneerananon P, Yandell W O. Microtexture roughness effect on predicted road-type friction in wet conditions. Wear, 1981, 69 (3) : 321.
  • 3Goubert L. The contribution of road surfacing// The EPR Infra- structure Safety Forum. Brussels, 2005.
  • 4Rachakatla P. Application of relational database principles for rat- ing bituminous coarse aggregates with respect to frictional perform- ance. Phys Rev Lett, 2012, 90(3) : 321.
  • 5Tamai A, Kameyama S, Kasahara A. et al. Effect of the grading of asphalt mixture on the macrotexture and skid resistance of as- phalt pavement // Proceedings of 8th International road confer- ence. Budapest ( Hungary), 2001 : 1.
  • 6初秀民,李永,严新平,万剑.基于微观形貌特征的沥青路面抗滑性能评价研究进展[J].交通与计算机,2007,25(1):61-65. 被引量:22
  • 7Lu Y, Wang L B. Nanoscale modelling of mechanical properties of asphalt-aggregate interface under tensile loading. Int J Pavement Eng, 2010, 10(5) : 393.
  • 8杜修力,金浏.基于随机多尺度力学模型的混凝土力学特性研究[J].工程力学,2011,28(A01):151-155. 被引量:26
  • 9李长城,刘小明,荣建.不同路面状况对路面摩擦系数影响的试验研究[J].公路交通科技,2010,27(12):27-32. 被引量:40

二级参考文献33

共引文献84

同被引文献49

引证文献5

二级引证文献20

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部