首页 | 本学科首页   官方微博 | 高级检索  
     检索      

轮胎胎面与柔性路面摩擦接触的数值分析
引用本文:黄晓明,代琦,平克磊.轮胎胎面与柔性路面摩擦接触的数值分析[J].公路交通科技,2008,25(1):16-20.
作者姓名:黄晓明  代琦  平克磊
作者单位:1. 东南大学,交通学院,江苏,南京,210096
2. 南京水利科学研究院,江苏,南京,210029
基金项目:国家高技术研究发展计划(863计划)资助项目(2006AA11Z110)
摘    要:应用有限元软件ANASYS建立了包括橡胶胎面和柔性路面结构的有限元模型,探讨了车辆处于自由滚动和紧急制动过程中在不同轮胎/路面界面摩擦系数下的胎面、路表的变形特性和接触应力分布状态。研究结果表明,界面摩擦系数是影响胎面与柔性路面摩擦性能的主要原因,随其值的增加路面弯沉减小,摩擦应力先增加然后保持稳定,但轮胎的磨耗增加,接触压应力增加。适当地丰富路表构造、提高界面摩擦系数能降低路面弯沉,增强紧急制动状态下的抗滑性能;但是当摩擦系数超过某临界值时,随其数值的增大所对应制动状态下的抗滑性能不再提高,且路面压应力明显增加。摩擦特性对路表抗滑性能和路面力学响应的研究提供了一定的理论基础。

关 键 词:道路工程  抗滑  数值分析  接触应力  界面摩擦系数
文章编号:1002-0268(2008)01-0016-05
收稿时间:2006-12-02
修稿时间:2006年12月2日

Numeric Analysis of Friction Contact between Tread and Flexible Pavement
HUANG Xiao-ming,DAI Qi,PING Ke-lei.Numeric Analysis of Friction Contact between Tread and Flexible Pavement[J].Journal of Highway and Transportation Research and Development,2008,25(1):16-20.
Authors:HUANG Xiao-ming  DAI Qi  PING Ke-lei
Abstract:A finite element analysis model including rubber tread and flexible pavement was established by FEM software ANASYS and friction contact problem between tread and flexible pavement is numerically analyzed.The deformational features of tread and surface and distribution of tangent stress in the conditions of different interfacial friction coefficients between tread and surface under freely rolling and emergent braking states were discussed.The results show that,the interfacial friction coefficient takes the main responsibility for friction properties between tread and flexible pavement;with increasing of the interfacial friction coefficient,the deflection of pavement decreases,friction stress improves firstly and then keep stability;but both of tire wear and contact pressure increases.Aggrandizing the texture of pavement and increasing the interfacial friction coefficient between tread and surface can reduce the deflection of pavement effectively and improve the skid resistance of pavement under emergent braking states which are advantageous to pavement.But as the friction coefficient exceeds a certain critical value,the skid resistance corresponding under the emergent braking states doesn't enhance any longer,and the pressure of pavement augments obviously which are disadvantageous to pavement.Thereby these friction properties between tread and surface above will provide an academic basis for researching skid resistance and mechanical response of flexible pavement.
Keywords:road engineering  skid resistance  numerical analysis  tangent stress  interracial friction coefficient
本文献已被 CNKI 维普 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号