期刊文献+

轨下支承失效对车辆系统动态响应及乘坐舒适度的影响 被引量:10

Effect of Track Support Failure on Dynamic Responses and Riding Comfort of Vehicle System
下载PDF
导出
摘要 建立了基于Timoshenko梁模型的非对称车辆/轨道耦合动力学模型,分析轨下支承失效对车辆乘坐舒适度的影响。钢轨被视为弹性离散点支承上的无限长Timoshenko梁,通过假设轨道系统垂向支承刚度沿纵向分布发生突变来模拟轨下支承失效状态。推导了考虑钢轨横向、垂向和扭转运动的轮轨滚动接触蠕滑率计算公式。利用Hertz法向接触理论和沈氏蠕滑理论分别计算轮轨法向力及轮轨滚动接触蠕滑力。采用移动轨下支承模型分析离散的轨枕支承对系统动力响应的影响。利用新型显式积分法求解车辆/轨道耦合动力学系统运动方程。乘坐舒适度评价采用Sperling指标,通过数值分析,得到直线轨道连续从0到6个轨下支承失效对车辆动态响应及乘坐舒适度的影响。结果表明,轨下支承失效对车辆系统位移、加速度有显著的影响,随着轨下支承失效个数的增加,轮轨力和车辆系统的位移、加速度将会急剧增大,乘坐质量和乘坐舒适度指标呈线性增大,但数值很小。 In order to investigate the effect of track support failure at tangent track on dynamic response of vehicle, a non-symmetrical vehicle-track coupling dynamic model is established, in which the rails are assumed as Timoshenko beams resting on the discrete sleepers. The failure situation of track components under the rails is simulated by abrupt change of track stiffness along the track. The effect of the discrete sleeper support on the coupling dynamics of the vehicle and track is taken into consideration by the backward moving sleepers. The creepage formulas of wheel/rail rolling contact are deduced, in which the vertical and lateral motions of the track are considered. The normal forces of wheel/rail are calculated by Hertzian contact theory and the creep forces are decided by the nonlinear creep theory of Shen et al. The motion equations of the vehicle/track coupling system are solved with the new explicit integration method. Ride comfort of vehicle is evaluated by the Sperling's ride index. Effects of track supports in failure situation on tangent track dynamic response and ride comfort are evaluated in succession from zero to six supports. The numerical results indicate that track support failure greatly affects the dynamic response of the displacements and accelerations of vehicle. When the failure numbers increase, the wheel/rail normal forces, the displacements and accelerations of vehicle components increase quickly, and Sperling's ride index, including the ride quality and ride comfort, increase linearly but the value is rather small.
出处 《铁道学报》 EI CAS CSCD 北大核心 2007年第6期26-33,共8页 Journal of the China Railway Society
基金 国家自然科学基金(50521503) 教育部"长江学者和创新团队发展计划"项目(IRT0452) 高等学校全国优秀博士学位论文作者专项资金项目(200248)
关键词 车辆 轨道 乘坐舒适度 车辆/轨道耦合动力学 动态响应 失效 vehicle track ride comfort vehicle/track coupling dynamic dynamic response failure
  • 相关文献

参考文献6

二级参考文献17

  • 1Volker Kottenhahn.摆式车体列车[J].铁路工程师,1995,1(2):5-12.
  • 2翟婉明.车辆-轨道耦合动力学[M].北京:中国铁道出版社,2002.10-91.
  • 3Zakeri J A,Proceedings of Int Symposium on Theory and Application of Structural Engineering Test Method,1999年,169页
  • 4Zakeri J A,Proceedings of 4th Annual Conference on Railway Transportation,1998年,168页
  • 5Xia H,Advances Structural Engineering,1995年,116页
  • 6Zakeri J A,Proceedings of the World Congress on Railway Research WCRR’99[M/CD],1999年
  • 7MIYAMOTO M.Mechanism of Derailment Phenomena of Railway Vehicle[J].QR of RTRI,1996,37 (1):147-155.
  • 8ELKINS J A,WU H.Angle of Attack and Distance-Based Criteria for Flange Climb Derailment[J].Vehicle System Dynamics Supplement,1999,33(2):293-305.
  • 9KALMEL A,SWEET L M.Wheelset Mechanics During Wheel Climb Derailment[J].Transactions of ASME,1984,51(5):680-686.
  • 10MIYAMOTO T,ISHIDA H,MATSUO M.Running Safety of Vehicle as Earthquake Occurs[J].QR of RTRI,1997,38(2):117-122.

共引文献77

同被引文献132

引证文献10

二级引证文献115

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部