• ISSN 0258-2724
  • CN 51-1277/U
  • EI Compendex
  • Scopus 收录
  • 全国中文核心期刊
  • 中国科技论文统计源期刊
  • 中国科学引文数据库来源期刊

轮胎侧偏特性对过桥车辆行车舒适性评价的影响

陈宁 李永乐 向天宇

陈宁, 李永乐, 向天宇. 轮胎侧偏特性对过桥车辆行车舒适性评价的影响[J]. 西南交通大学学报, 2016, 29(4): 645-653. doi: 10.3969/j.issn.0258-2724.2016.04.007
引用本文: 陈宁, 李永乐, 向天宇. 轮胎侧偏特性对过桥车辆行车舒适性评价的影响[J]. 西南交通大学学报, 2016, 29(4): 645-653. doi: 10.3969/j.issn.0258-2724.2016.04.007
CHEN Ning, LI Yongle, XIANG Tianyu. Influence of Tire Cornering Property on Ride Comfort Evaluation of Vehicles on Bridge[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 645-653. doi: 10.3969/j.issn.0258-2724.2016.04.007
Citation: CHEN Ning, LI Yongle, XIANG Tianyu. Influence of Tire Cornering Property on Ride Comfort Evaluation of Vehicles on Bridge[J]. Journal of Southwest Jiaotong University, 2016, 29(4): 645-653. doi: 10.3969/j.issn.0258-2724.2016.04.007

轮胎侧偏特性对过桥车辆行车舒适性评价的影响

doi: 10.3969/j.issn.0258-2724.2016.04.007
基金项目: 

交通运输部应用基础研究计划项目(2014319J13100)

交通运输部建设科技计划项目(2014318800240)

四川省青年科技创新研究团队项目(15CXTD0005)

详细信息
    作者简介:

    陈宁(1986-),男,博士,讲师,研究方向为公路车辆行车安全性与防风措施,电话:15902849517,E-mail:chen-ning-520@163.com

    通讯作者:

    李永乐(1972-),男,教授,博士生导师,研究方向为桥梁风致振动与车桥耦合振动,电话:13540001365,E-mail:ceyongle@gmail.com

Influence of Tire Cornering Property on Ride Comfort Evaluation of Vehicles on Bridge

  • 摘要: 侧风作用下桥上通行车辆因同时受到轮胎侧偏特性产生的侧偏力作用和桥梁振动响应的影响,驾驶员和乘客极易遭受行车舒适性问题,根据Dugoff非线性轮胎模型在车轮横向振动方程中引入轮胎侧偏力表达式,建立了考虑轮胎侧偏特性的车辆动力学分析模型.考虑自然风、车辆和桥梁三者之间的相互作用,构建了风-汽车-桥梁耦合振动分析框架,分析了不同影响因素下轮胎侧偏特性对车辆行驶舒适性评价的影响.结果表明:考虑轮胎侧偏特性后,车辆的横向振动状态得到了一定程度的改善,在风速25m/s及路面等级非常好的情况下,考虑轮胎侧偏特性时车辆行车舒适程度提高了20.6%.

     

  • JIANG Z, STREIT D A, EL-GINDY M. Heavy vehicle ride comfort:literature survey[J]. International Journal of Heavy Vehicle Systems, 2001, 8(3):258-284.
    FARIS W F, BENLAHCENE Z, HASBULLAH F. Ride quality of passenger cars:an overview on the research trends[J]. International Journal of Vehicle Noise and Vibration, 2012, 8(3):185-199.
    XU Y L, GUO W H. Effects of bridge motion and crosswind on ride comfort of road vehicles[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2004, 92(7/8):641-662.
    张丙强, 李亮. 人-车-路耦合系统振动分析及舒适度评价[J]. 振动与冲击,2011,30(1):1-5.ZHANG Bingqiang, LI Lian. Dynamic model and comfortableness evaluation of a body-vehicle-road coupled system[J]. Journal of Vibration and Shock, 2011, 30(1):1-5.
    王锋, 张金喜. 沥青混凝土公路路面驾乘舒适性评价[J]. 北京工业大学学报,2014,40(3):378-383.WANG Feng, ZHANG Jinxi. Riding comfort evaluation for asphalt pavement of highways[J]. Journal of Beijing University of Technology, 2014, 40(3):378-383.
    万里翔, 许明恒. 汽车行驶平顺性评价方法的研究[J]. 西南交通大学学报,2001,36(1):71-74.WAN Lixang, XU Mingheng. Study on evaluating methods for human exposure to whole-body vibration of automotive ride[J]. Journal of Southwest Jiaotong University, 2001, 36(1):71-74.
    郑木莲, 孟建党, 张世铎, 等. 路桥过渡段上车内人体舒适性评价方法[J]. 长安大学学报:自然科学版,2012,32(2):1-6.ZHENG Mulian, MENG Jiandang, ZHANG Shiduo, et al. Evaluation method of human comfort in vehicle at transition section between bridge abutment and embankment[J]. Journal of Chang'an University:Natural Science Edition, 2012, 32(2):1-6.
    韩万水, 陈艾荣. 风环境下大跨度斜拉桥上的车辆驾驶舒适性评价[J]. 中国公路学报,2008,21(2):54-60.HAN Wanshui, CHEN Airong. Ride comfort assessment of vehicles running on long-span cable-stayed bridge under crosswind[J]. China Journal of Highway and Transport, 2008, 21(2):54-60.
    MITSCHKE M, WALLENTOWITZ H. 汽车动力学[M]. 4版. 陈荫三, 余强,译. 北京:清华大学出版社,2009:474-484.
    BAKER C J. High sided articulated road vehicles in strong cross winds[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1988, 31(1):67-85.
    International Organization for Standardization. ISO 8608:1995(E) mechanical vibration-road surface profiles:reporting of measured data[S].[S. l.]:International Organization for Standardization, 1995.
    SCANLAN R H. The action of flexible bridges under wind, Ⅱ:buffeting theory[J]. Journal of Sound and vibration, 1978, 60(2):201-211.
    李永乐, 赵凯, 吴梦雪, 等. 斜独塔混合梁斜拉桥风-汽车-桥梁系统耦合振动研究[J]. 中国公路学报,2012,25(1):47-54.LI Yongle, ZHAO Kai, Wu Mengxue, et al. Study of coupling vibration of wind-vehicle-bridge system for inclined single pylon cable-stayed bridge with hybrid girder[J]. China Journal of Highway and Transport, 2012, 25(1):47-54.
    LI Yongle, QIANG Shizhong, LIAO Haili, et al. Dynamics of wind-rail vehicle-bridge systems[J]. Journal of Wind Engineering and Industrial Aerodynamics, 2005, 93(6):483-507.
    International Organization for Standardization. ISO 2631-1-1997(E) mechanical vibration and shock evaluation of human exposure to whole-body vibration, part 1:general requirements[S].[S. l.]:International Organization for Standardization, 1997.
    COLEMAN S A., BAKER C J. High sided road vehicles in cross winds[J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990, 36, Part 2:1383-1392.
  • 加载中
计量
  • 文章访问数:  534
  • HTML全文浏览量:  52
  • PDF下载量:  234
  • 被引次数: 0
出版历程
  • 收稿日期:  2014-07-20
  • 刊出日期:  2016-08-25

目录

    /

    返回文章
    返回