轨枕支撑硬点对轨枕动力响应的影响  

Effect of hard spot on dynamic response of railway sleeper

作　　者：肖新标[1] 金学松[1] 温泽峰[1] 

机构地区：[1]西南交通大学牵引动力国家重点实验室,四川成都610031

出　　处：《交通运输工程学报》2007年第6期28-35,共8页Journal of Traffic and Transportation Engineering

基　　金：国家973计划项目(2007CB714702);国家自然科学基金项目(50521503)

摘　　要：采用35自由度的多刚体车辆系统与三层弹性离散点支撑轨道模型,建立了基于Timosh-enko梁模型的车辆/轨道耦合动力学模型,应用新型显式积分法求解其运动特性。考虑钢轨横向、垂向和扭转运动对轮轨滚动接触几何关系的影响,分别由Hertz法向接触理论和沈氏蠕滑理论计算了轮轨法向力和轮轨滚动接触蠕滑力。假设轨枕垂向支撑高度沿纵向非均匀分布来模拟轨枕支撑硬点,基于移动轨下支撑模型,分析了不同轨枕支撑硬点个数和高度对系统动力响应的影响。分析结果表明,轨枕支撑硬点对轨枕的动力响应影响显著。当硬点高度为1.0 mm时,最大钢轨/轨枕作用力约为正常状态下的2倍,最大钢轨/轨枕拉力约为正常状态的10倍,这将加速轨枕、轨下垫层及钢轨扣件状况的恶化。而支撑硬点个数对系统动力响应的影响很小。a vehicle-track coupling dynamics model was established based on Timoshenko beam model, vehicle was modeled as a 35 DOF multi-body system, track was modeled as a 3-layer discrete elastic support model, and the motion properties of vehicle/track coupling system were solved by using new-explicit-integration method. The effect of rail vertical, torsional and lateral motions on wheel/rail rolling contact geometry relationship was taken into account, wheel/rail normal forces were calculated by using Hertzian contact theory, and wheel/rail creep forces in rolling contact were computed by using Shen nonlinear creep theory. The support hard spots of sleepers with non-uniform support heights along track were simulated, and the effect of their number and heights on the model was analyzed by using moving rail-supported model. Numerical simulation result indicates that the number of hard spots greatly affects the dynamic responses of track system rather than vehicle system, especially railway sleeper. As the height is 1.0 mm, the maximum rail/sleeper force and tension are almost 2 and 10 times larger than normal values respectively. However, the dynamic responses of vehicle-track coupling system aren＇t sensitive to the number of hard spots. 12 figs, 11 refs.

关 键 词：铁道工程 车辆 轨道 轨枕 硬点 耦合动力学 动力响应 

分 类 号：U211.5[交通运输工程—道路与铁道工程]