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曲线工况下跨座式单轨走行轮侧偏刚度对轮胎磨损的影响

文孝霞 杜子学 左长永 梁志华 赵大毅

文孝霞, 杜子学, 左长永, 梁志华, 赵大毅. 曲线工况下跨座式单轨走行轮侧偏刚度对轮胎磨损的影响[J]. 交通运输工程学报, 2014, 14(2): 41-48.
引用本文: 文孝霞, 杜子学, 左长永, 梁志华, 赵大毅. 曲线工况下跨座式单轨走行轮侧偏刚度对轮胎磨损的影响[J]. 交通运输工程学报, 2014, 14(2): 41-48.
WEN Xiao-xia, DU Zi-xue, ZUO Zhang-yong, LIANG Zhi-hua, ZHAO Da-yi. Influence of cornering stiffness of straddle-type monorail running wheel on tire wear under curve negotiating[J]. Journal of Traffic and Transportation Engineering, 2014, 14(2): 41-48.
Citation: WEN Xiao-xia, DU Zi-xue, ZUO Zhang-yong, LIANG Zhi-hua, ZHAO Da-yi. Influence of cornering stiffness of straddle-type monorail running wheel on tire wear under curve negotiating[J]. Journal of Traffic and Transportation Engineering, 2014, 14(2): 41-48.

曲线工况下跨座式单轨走行轮侧偏刚度对轮胎磨损的影响

基金项目: 

"十一五"国家科技支撑计划项目 2007BAG06B01

重庆市教委科学技术研究项目 KJ130416

详细信息
    作者简介:

    文孝霞(1977-), 女, 贵州遵义人, 重庆交通大学副教授, 工学博士研究生, 从事轨道车辆系统动力学研究

    杜子学(1962-), 男, 河北邯郸人, 重庆交通大学教授, 工学博士

  • 中图分类号: U270.331.1

Influence of cornering stiffness of straddle-type monorail running wheel on tire wear under curve negotiating

More Information
    Author Bio:

    WEN Xiao-xia (1977-), female, associate professor, doctoral student, +86-23-62652478, wenxiaoxia150@163.com

    DU Zi-xue (1962-), male, professor, PhD, +86-23-62652478, aaadzx@163.com

  • 摘要: 基于车辆轮胎磨损理论, 研究了走行轮侧偏刚度对走行轮侧偏力和导向轮、稳定轮径向力的影响, 分析了单轨车辆曲线运行时, 走行轮摩擦功随轮胎侧偏刚度的变化趋势。分析结果表明: 受导向轮、稳定轮径向力影响, 随着走行轮侧偏刚度增加, 走行轮侧偏力逐渐增大; 当走行轮侧偏刚度处于1120kN·rad-1范围时, 走行轮侧偏力与侧偏角处于线性范围, 侧偏角呈现微量变化; 当侧偏刚度超过120kN·rad-1时, 侧偏角迅速增大, 进入非线性区域。基于轮胎磨损指标, 随着走行轮侧偏刚度增加, 走行轮磨损量以1.2%的速率增加。走行轮侧偏刚度还将影响车辆曲线通过性, 过小的侧偏刚度不利于形成摇头力矩, 通过性能变差。在保证车辆良好通过性前提下, 尽量减小走行轮磨损, 其侧偏刚度设计值推荐为9.37kN·rad-1

     

  • 图  1  轮胎磨损影响因素

    Figure  1.  Influencing factors of tire wear

    图  2  中央悬挂结构俯视图

    Figure  2.  Top view of central suspension structure

    图  3  中央悬挂结构正视

    Figure  3.  Front view of central suspension structure

    图  4  走行轮与顶部轨面接触

    Figure  4.  Running wheel in contact with the top surface of track beam

    图  5  走行轮、导向轮、稳定轮与侧部轨面接触

    Figure  5.  Running wheels, steering wheels and stabilizing wheels in contact with side surface of track beam

    图  6  走行轮与轨道梁顶部接触

    Figure  6.  Running wheels in contact with top of track beam

    图  7  前转向架左侧导向轮径向力曲线

    Figure  7.  Radial force curves of left steering wheel

    图  8  前转向架前右导向轮径向力曲线

    Figure  8.  Radial force curves of front-right steering wheel of front bogie

    图  9  前转向架左、右稳定轮径向力曲线

    Figure  9.  Radial force curves of left and right stabilizing wheels of front bogie

    图  10  前转向架前左、后右走行轮侧偏力曲线

    Figure  10.  Cornering force curves of front-left and rear-right running wheels of front bogie

    图  11  单节车辆8个导向轮径向力曲线

    Figure  11.  Radial force curves of eight guide wheels of a vehicle

    图  12  前、后转向架左侧稳定轮径向力曲线

    Figure  12.  Radial force curves of left stabilizing wheels of front and rear bogies

    图  13  走行轮侧偏力与侧偏刚度关系曲线

    Figure  13.  Relationship curves of cornering forces and cornering stiffnesses of running wheels

    图  14  走行轮侧滑角与侧偏刚度关系曲线

    Figure  14.  Relationship curves of side slip angles and cornering stiffnesses of running wheels

    图  15  单节车辆横向受力俯视图

    Figure  15.  Top view of lateral forces of single vehicle

    图  16  单节车辆横向受力后视图

    Figure  16.  Rear view of lateral forces of single vehicle

    表  1  单轨动力学模型主要参数

    Table  1.   Main parameters of monorail dynamics model

    下载: 导出CSV

    表  2  轨道模型参数

    Table  2.   Parameters of track beam model

    下载: 导出CSV
  • [1] MATSUNAKA R, OBA T, NAKAGAWA D, et al. International comparison of the relationship between urban structure and the service level of urban public transportation—a comprehensive analysis in local cities in Japan, France and Germany[J]. Transport Policy, 2013, 30 (2): 26-39.
    [2] LEE C H, KAWATANI M, KIM C W, et al. Dynamic response of a monorail steel bridge under a moving train[J]. Journal of Sound and Vibration, 2006, 294 (3): 562-579. doi: 10.1016/j.jsv.2005.12.028
    [3] 马继兵, 蒲黔辉, 霍学晋. 跨座式单轨交通PC轨道梁车桥耦合振动分析[J]. 西南交通大学学报, 2009, 44 (6): 806-811. doi: 10.3969/j.issn.0258-2724.2009.06.002

    MA Ji-bing, PU Qian-hui, HUO Xue-jin. Vehicle-bridge coupling vibration analysis of PC rail beam of straddle-type monorail transportation[J]. Journal of Southwest Jiaotong University, 2009, 44 (6): 806-811. (in Chinese). doi: 10.3969/j.issn.0258-2724.2009.06.002
    [4] 刘羽宇, 葛玉梅, 杨翊仁. 跨座式单轨列车与轨道梁系统的动力响应分析[J]. 中国铁道科学, 2010, 31 (5): 21-27. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201005004.htm

    LIU Yu-yu, GE Yu-mei, YANG Yi-ren. The dynamic response analysis of the coupled system of the straddle type monorail train and the track beam[J]. China Railway Science, 2010, 31 (5): 21-27. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK201005004.htm
    [5] GODA K, NISHIGAITO T, HIRAISHI M, et al. A curving simulation for a monorail car[C]∥IEEE. Proceedings of the2000ASME/IEEE Joint Railroad Conference. New Jersey: IEEE, 2000: 171-177.
    [6] 任利惠, 周劲松, 沈钢. 跨座式独轨车辆动力学模型及仿真[J]. 中国铁道科学, 2004, 25 (5): 26-32. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200405005.htm

    REN Li-hui, ZHOU Jin-song, SHEN Gang. Dynamics model and simulation study of a straddle type monorail car[J]. China Railway Science, 2004, 25 (5): 26-32. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGTK200405005.htm
    [7] LIU F, SUTCLIFFE M P F, GRAHAM W R. Prediction of tread block forces for a free-rolling tyre in contact with a smooth road[J]. Wear, 2010, 269 (3): 672-683.
    [8] KNISLEY S. A correlation between rolling tire contact friction energy and indoor tread wear[J]. Tire Science and Technology, 2002, 30 (2): 83-99. doi: 10.2346/1.2135251
    [9] VEITH A G. The most complex tire-pavement interaction: tire wear[J]. ASTM Special Technical Publication, 1986 (929): 125-158.
    [10] BRAGHIN F, CHELI F, MELZI S E, et al. Tyre wear model: validation and sensitivity analysis[J]. Mecanica, 2006, 41 (2): 143-156. doi: 10.1007/s11012-005-1058-9
    [11] WU X D, ZUO S G, LEI L, et al. Parameter identification for a Lugre model based on steady-state tire conditions[J]. International Journal of Automotive Technology, 2011, 12 (5): 671-677.
    [12] WAITERS M H. Uneven wear of vehicle tires[J]. Tire Science and Technology, 1993, 21 (4): 202-219.
    [13] STALNAKER D, TURNER J, PAREKH D, et al, Indoor simulation of tire wear: some case studies[J]. Tire Science and Technology, 1996, 24 (2): 94-118.
    [14] LEI X, NODA N A. Analyses of dynamic response of vehicle and track coupling system with random irregularity of track vertical profile[J]. Journal of Sound and Vibration, 2002, 258 (1): 147-165.
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出版历程
  • 收稿日期:  2013-12-20
  • 刊出日期:  2014-04-25

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