Optimal design on dowel length for cement concrete pavement

被引:0
|
作者
Hu C. [1 ]
Ma J. [1 ]
Yu Y. [1 ]
Luo Y. [1 ]
机构
[1] College of Civil and Transportation Engineering, South China University of Technology, Wushan Road, Guangzhou
来源
International Journal of Pavement Research and Technology | 2016年 / 9卷 / 06期
关键词
Cement concrete pavement; Dowel bar; Finite element model; Length design; Mechanical analysis;
D O I
10.1016/j.ijprt.2016.10.003
中图分类号
学科分类号
摘要
In order to compute the optimal dowel length in cement concrete pavement, semi-infinite beam on elastic foundation was deduced and modified for the analysis of dowel bars. The dowel deflection, bending moment and shearing were analyzed for dowel bars under the traffic loading, dowel length based on the second inflexion distance was computed and a relationship between dowel length and dowel diameter was established. The theoretical analysis found that the dowel length in Chinese specification is conservative. A finite element model was also established to simulate the dowel load system. Based on the result of maximum value and variation tendency of mises stress for different dowel diameters and dowel lengths, it is feasible to shorten dowel length specified in JTG D40-2002 by 50%. However, considering the construction tolerances in the making and sawing of joints in new pavement construction, which might add 50–150 mm to the required overall dowel length, it's more appropriate to reduce the dowel length by 20% in practice. © 2016 Chinese Society of Pavement Engineering
引用
收藏
页码:414 / 423
页数:9
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