|Table of Contents|

Numerical analysis of frictional contact condition between tire and cement concrete pavement(PDF)

长安大学学报(自然科学版)[ISSN:1006-6977/CN:61-1281/TN]

Issue:
2010年04期
Page:
13-17
Research Field:
Publishing date:
2010-08-20

Info

Title:
Numerical analysis of frictional contact condition between tire and cement concrete pavement
Author(s):
YANG Xu-dong12 ZHENG Mu-lian1 ZHU Hong-tao3 LI Zu-zhong1 WANG Bing-gang1
1. Key Laboratory for Special Area Highway Engineering of Ministry of Education, Chang'an University, Xi'an 710064, Shaanxi, China; 2. Guangxi Guiliu Highway Cooperative Company, Nanning 530021, Guangxi, China; 3. CCCC First Harbor Consultants Co Ltd, Tianjin 300222, China
Keywords:
road engineering cement concrete pavement adhesional coefficient pavement structure load tire pressure speed
PACS:
U414.75
DOI:
-
Abstract:
For the lack of quantitative analysis and reasonable evaluation methods on skid-resistant performance of cement concrete pavement, this paper adopts the finite element method to simulate the frictional contact condition between tire and cement concrete pavement and then analyzes the impact of load, pavement surface structure, tire pressure, speed and other factors on adhesional coefficient between tire and pavement. The results indicate that: the load, groove width and groove space significantly affect adhesional coefficient, but groove depth has hardly effect on adhesional coefficient; the lower the inflation pressure of tire, the greater the adhesional coefficient between tire and pavement is; the faster the speed, the smaller the adhesional coefficient is. At last, the relationship among pavement adhesional coefficient and inflation pressure, load, speed, and surface structure parameters is acquired. 5 tabs, 7 figs, 10 refs.

References:

[1] 刘清泉.路面防滑机理及应用研究[D].南京:东南大学,2000.
[2]李松龄,裴玉龙.路面附着性能影响因素分析及其改善对策的研究[J].公路,2007(11):126-130. LI Song-ling,PEI Yu-long.Analysis of influence factors on adhesional performance of pavement and improvement countermeasure[J].Highway,2007(11):126-130.
[3]黄宝涛,田伟平,李家春,等.沥青路面抗滑性能定量评价的分形方法[J].中国公路学报,2008,21(4):12-17. HUANG Bao-tao,TIAN Wei-ping,LI Jia-chun,et al.Fractal method based on quantitative evaluation of asphalt pavement anti-slide performance[J].China Journal of Highway and Transport,2008,21(4):12-17.
[4]孙 璐,邓学钧.车辆-路面相互作用产生的动力荷载[J].东南大学学报:自然科学版,1996,26(5):142-145. SUN Lu,DENG Xue-jun.Dynamic load caused by vehicle pavement interactions[J].Journal of Southeast University:Natural Science Edition,1996,26(5):142-145.
[5]Puppala A J,Mohammad L N,Allen A.Permanent deformation characterization of subgrade soils from RLT test[J].Journal of Material in Civil Engineering,1999,11(4):274-282.
[6]芥川惠造,王秀霞.轮胎的摩擦与粘弹性[J].轮胎工业,1998,18(5):269-274. JIECHUAN Hui-zao,WANG Xiu-xia.Friction of tire and viscoelasticity[J].Tire Industry,1998,18(5):269-274.
[7]庄继德.汽车轮胎学[M].北京:北京理工大学出版社,1996.
[8]凌子良.提高水泥混凝土路面平整度的措施[J].筑路机械与施工机械化,2009,26(4):38-41. LING Zi-liang.Measures for improvement of smoothness of cement concrete pavement[J].Road Machinery & Construction Mechanization,2009,26(4):38-41.
[9]季天剑,黄晓明,刘清泉.部分滑水对路面附着系数的影响[J].交通运输工程学报,2003,3(4):10-12. JI Tian-jian,HUANG Xiao-ming,LIU Qing-quan.Part hydroplaning effect on pavement friction coefficient[J].Journal of Traffic and Transportation Engineering,2003,3(4):10-12.
[10]刘长生.汽车轮胎与公路路面附着系数的研究[J].公路,2006(5):159-163. LIU Chang-sheng.Research on adhesion coefficient of automobile tire and road surface[J].Highway,2006(5):159-163.

Memo

Memo:
-
Last Update: 2010-08-20