路面不平整引起的车辆动载计算方法

曹源文; 梁乃兴; 于清; 吴勇

路面不平整引起的车辆动载计算方法

1.
重庆交通大学机电与汽车工程学院，重庆 400074
2.
重庆交通大学土木建筑学院，重庆 400074
3.
鲁东大学土木工程学院，山东烟台 264025

基金项目:

交通部科技项目 200431981411

详细信息

作者简介:
曹源文(1963-), 女, 河北唐山人, 重庆交通大学教授, 从事交通运输工程研究

中图分类号: U491.25
计量
- 文章访问数: 327
- HTML全文浏览量: 120
- PDF下载量: 819
- 被引次数: 0
出版历程
- 收稿日期: 2007-08-06
- 刊出日期: 2008-04-25

Calculating method of vehicle dynamic load caused by uneven pavement

1.
School of Mechatronics and Automotive Engineering, Chongqing Jiaotong University, Chongqing 400074, China
2.
School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China
3.
School of Civil Engineering, Ludong University, Yantai 264025, Shandong, China

More Information

Author Bio:
Cao Yuan-wen(1963-), female, professor, +86-23-62652897, caoyw@cquc.edu.cn

摘要

摘要: 为了分析不平整路面上行驶车辆的动载特性, 研究了西宝高速公路平整度实测结果, 用正弦曲线模拟路面表面, 建立了考虑汽车侧倾因素和轮胎阻尼的四自由度车辆振动模型, 利用模态理论和编程计算对车辆振动模型在不同路面波长、不同振幅、不同行车速度及左右车轮激励不同时的动载进行了分析和求解, 给出了车辆在不平整路面上行驶时产生的动载计算方法。计算结果表明: 波形路面上产生的动荷载沿路线纵向呈波形分布, 在路面上行驶的车辆对路面可能产生很大的动荷载, 最大动荷载系数可达到2.0以上。
- 车路相互作用 /
- 车辆动载 /
- 四自由度振动模型 /
- 路面平整度
Abstract: In order to analyze the dynamic load character of vehicle running on uneven pavement, the surface of pavement was simulated by using sinusoid according to the evenness measure result of Xi-Bao freeway, a four-free-degree model of vehicle vibration was set when vehicle lean factor and tire damping were considered, a calculating method of vehicle dynamic load was presented through analyzing and solving vehicle vibration problem by using modal theory and programming calculation, when the left and right wheels of vehicle were not impelled at the same time, and vehicles ran at different speeds on different pavement models with different wavelengthes and amplitudes.Calculation result indicates that vehicle dynamic load caused by waveform pavement shows waveform distribution in longitudinal direction, vehicle running on uneven pavement may produce great dynamic load, and the maximum coefficient of dynamic load is above 2.0.
- interaction of vehicle and pavement /
- vehicle dynamic load /
- four-free-degree vibration model /
- pavement evenness

HTML全文

图 1 平整度测定

Figure 1. Evenness measure

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图 2 四自由度车辆振动模型

Figure 2. Four-free-degree model of vehicle vibration

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图 3 α为0时动荷载系数

Figure 3. Dynamic load coefficients at α=0

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图 4 α为π时动荷载系数

Figure 4. Dynamic load coefficients at α=π

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图 5 α为π/2时动荷载系数

Figure 5. Dynamic load coefficients at α=π/2

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参考文献(13)

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