中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2016, Vol. 35 ›› Issue (1): 40-45.DOI: 10.3969/j.issn.1674-0696.2016.01.08

• 道路与铁道工程 • 上一篇    下一篇

耦合场下吐鲁番半刚性沥青路面三维有限元分析

申爱琴,王礼根,万晨光,顾聘聘   

  1. 长安大学 公路学院,陕西 西安710064
  • 收稿日期:2014-12-28 修回日期:2015-01-30 出版日期:2016-02-20 发布日期:2016-04-21
  • 作者简介:申爱琴(1957—),女,陕西西安人,教授,博士生导师,主要从事道路工程方面的研究。E-mail: saq6305@163.com。

3D Finite Element Analysis on Coupling Field of Semi-Rigid Asphalt Pavement Structure in Turpan

SHEN Aiqin, WANG Ligen, WAN Chen’guang, GU Pinpin   

  1. School of Highway, Chang’an University, Xi’an 710064, Shaanxi, P.R.China
  • Received:2014-12-28 Revised:2015-01-30 Online:2016-02-20 Published:2016-04-21
  • Contact: 王礼根(1990—),男,安徽六安人,硕士研究生,主要从事路面工程方面的研究。E-mail:18182445303@163.com。

摘要: 基于吐鲁番地区半刚性沥青路面车辙和横向裂缝病害严重的问题,对耦合场下的半刚性沥青路面进行力学响应量的分析。利用ANSYS软件对半刚性沥青路面结构建立三维有限元模型,在 施加太阳辐射等温度荷载的同时施加车辆荷载,研究吐鲁番地区半刚性沥青路面在耦合场下的力学响应量,为吐鲁番地区半刚性沥青路面结构组合设计提供一些建议。分析结果表明:沥青面 层厚度对沥青层最大剪应力和半刚性基层最大拉应力有着明显的影响,并建议吐鲁番地区沥青面层厚度取值为16~18 cm;沥青层最大剪应力和半刚性基层最大拉应力在7~13点,分别增加了 4.5%和5.8%。

关键词: 道路工程, 半刚性沥青路面, 有限元分析, 温度场, 耦合场

Abstract: Based on the serious problems of rutting and transverse cracks on semi-rigid asphalt pavement in Turpan, the analysis on the mechanical response of the semi-rigid asphalt pavement in coupling field was carried out. The three-dimensional finite element model of semi-rigid asphalt was established by ANSYS finite element software. The temperature load such as solar radiation heat was applied and the vehicle load was also applied at the same time. The mechanical response of Turpan semi-rigid asphalt pavement in coupling field was researched, which was aimed to provide some suggestions for designation of semi-rigid base asphalt pavement structure in Turpan. Analysis results show that the thickness of asphalt layer has a significant impact on the shear stress of the asphalt layer and tensile stress of the semi- rigid basement, and it is suggested that the asphalt layer thickness value in Turpan is 16cm~18cm; the maximum shear stress of the asphalt layer and the maximum tensile stress of the semi-rigid basement occur in the range of 7~13 o’clock, which are increased by 4.5% and 5.8% respectively.

Key words: highway engineering, semi-rigid asphalt pavement, the finite element analysis, temperature field, coupling field

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