Prediction of Pavement Fatigue and Rutting Life Using Different Tire Types

被引:16
作者
Park, Dae-Wook [1 ]
机构
[1] Kunsan Natl Univ, Sch Civil & Environm Engn, Kunsan 573701, South Korea
关键词
tire contact stress; non-uniform stress; 3D FEM; layered linear elastic program;
D O I
10.1007/s12205-008-0297-4
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A uniform circular vertical contact stress is commonly assumed in representing wheel loads in pavement analysis procedures. However, experimental measurements have shown that the actual loading conditions are non-uniform and depend on the tire construction, tire load and tire inflation pressure. The objective was to study the effects of different tire types on pavement service life and to suggest how wheel loads may be modeled in currently implemented layered elastic pavement analysis programs to provide a better approximation of pavement response parameters for pavement design and evaluation purposes. To carry out this objective, three types of tires (radial, bias ply, and wide-base) were used to study the effects of tire types on pavement service life. A 3D FE model of asphalt pavements was developed and used to investigate the influence of 3D tire contact stresses on predicted pavement life. The results of the 3D FE model were compared with corresponding results obtained using the layered linear elastic program, BISAR.
引用
收藏
页码:297 / 303
页数:7
相关论文
共 8 条
[1]  
ABAQUS, 2002, ABAQUS US MAN VERS 6
[2]  
Asphalt Institute, 1982, Asphalt Institute Research Report 82-2, Vninth
[3]  
De Beer M., 1997, Proceeding of the 8th International Conference on Asphalt Pavements
[4]  
DEBEER M, 2002, 9 INT C ASPH PAV CD
[5]  
DEBEER M, 1997, CR97053 TRANSP
[6]   Effects of nonuniform tire contact stresses on pavement response [J].
Park, DW ;
Martin, AE ;
Masad, E .
JOURNAL OF TRANSPORTATION ENGINEERING, 2005, 131 (11) :873-879
[7]  
SAMUEL DS, 1993, SIGNAL PROCESSING AL
[8]   Mechanistic-empirical study of effects of truck tire pressure on pavement - Measured tire-pavement contact stress data [J].
Wang, Feng ;
Machemehl, Randy B. .
RIGID AND FLEXIBLE PAVEMENT DESIGN 2006, 2006, (1947) :136-145