华南理工大学学报(自然科学版) ›› 2015, Vol. 43 ›› Issue (4): 41-47.doi: 10.3969/j.issn.1000-565X.2015.04.007

• 交通与运输工程 • 上一篇    下一篇

考虑摩擦系数的沥青路面动态轴载换算

韩丁 申飞 李凌林   

  1. 合肥工业大学 交通运输工程学院,安徽 合肥 230009
  • 出版日期:2015-04-25 发布日期:2015-03-03
  • 通信作者: 韩丁(1982-),男,博士,副教授,主要从事路基路面工程研究. E-mail:handing@hfut.edu.cn
  • 作者简介:韩丁(1982-),男,博士,副教授,主要从事路基路面工程研究.
  • 基金资助:
    国家自然科学基金资助项目(51008109,51408173);安徽省住房城乡建设科学技术计划资助项目(2013YF-01)

Conversion of Dynamic Axle Load on Asphalt Pavement Considering Friction Coefficient

Han Ding Shen Fei Li Ling-lin   

  1. School of Transportation Engineering,Hefei University of Technology,Hefei 230009,Anhui,China
  • Online:2015-04-25 Published:2015-03-03
  • Contact: 韩丁(1982-),男,博士,副教授,主要从事路基路面工程研究. E-mail:handing@hfut.edu.cn
  • About author:韩丁(1982-),男,博士,副教授,主要从事路基路面工程研究.
  • Supported by:
    Supported by the National Natural Science Foundation of China(51008109,51408173) and the Science Project of Anhui Provincial Department of Housing and Urban-Rural Developpment of China(2013YF-01)

摘要: 为研究复杂工况下的动态轴载换算,分析了车辆移动荷载作用下沥青路面的动力响应,对数值计算的有效性和车辆行驶特性的影响进行了研究,并提出了动态轴载换算公式. 基于二维 Lamb 问题验证了数值计算的有效性,并建立刚性基层沥青路面的三维动力学数值模型,分析不同车速、路面摩擦系数和轴载等因素的影响. 当荷载匀速移动时,轴载和路面摩擦系数对路面动力响应的影响明显,考虑摩擦系数的动态轴载换算指数明显大于静态荷载. 结合车辆和路面多种影响因素的三维有限元计算模型更符合沥青路面结构的实际受力状态,动态轴载换算公式可用来改进当前的规范设计.

关键词: 沥青路面, 动荷载, 弯拉应力, 轴载换算, 数值计算

Abstract: In order to investigate the dynamic axle load conversion in complex conditions,the dynamic response of as-phalt pavement subjected to moving load is analyzed,the validity of the numerical calculation and the influence of vehi-cle characteristics are discussed,and a conversion formula of the dynamic axle load is set up. Then,based on the two-dimension Lamb problem,the effectiveness of the numerical calculation is verified,and a three-dimension dynamic nu-merical model of asphalt pavement with rigid base is established to analyze the effects of vehicle speed,road surface fric-tion coefficient and axle load. The results show that,when the vehicle moves at a constant speed,both the axle load and the road surface friction coefficient remarkably influence the dynamic response of pavement; and that the conversion co-efficient of the dynamic axle load considering the friction coefficient is significantly greater than that of the static axle
load. Moreover,it is found that the three-dimension finite element model,which takes into consideration various affec-
ting factors of the vehicle and the asphalt pavement,accords well with the actual stress state of asphalt pavement struc-
ture; and that the presented conversion formula is feasible in improving the current design specifications.

Key words: asphalt pavement, moving load, flexural stress, axle load conversion, numerical calculation