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Railway Carriage Model to Study the Influence of Vertical Secondary Stiffness on Ride Comfort of Railway Carbody Running on Curved Tracks

机译:研究竖向次刚度对弯道上铁路车体平顺性影响的铁路运输模型

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A mathematical model of a railway carriage running on curved tracks is constructed by deriving the equations of motion concerning the model in which single-point and two-point wheel-rail contact is considered. The presented railway carriage model comprises of front and rear simple conventional bogies with two leading and trailing wheelets attached to each bogie. The railway carriage is modeled by 31 degrees of freedom which govern vertical displacement, lateral displacement, roll angle and yaw angle dynamic response of wheelset whereas vertical displacement, lateral displacement, roll angle, pitch angle and yaw angle dynamic response of carbody and each of the two bogies. Linear stiffness and damping parameters of longitudinal, lateral and vertical primary and secondary suspensions are provided to the railway carriage model. Combination of linear Kalker's theory and nonlinear Heuristic model is adopted to calculate the creep forces in which introduced at wheel and rail contact patch area. Computer aided-simulation is constructed to solve the governing differential equations of the mathematical model using Runge-Kutta fourth order method. Principle of limit cycle and phase plane approach is applied to realize the stability and evaluate the concerning critical hunting velocity at which railway carriage starts to hunt. The numerical simulation model is used to study the influence of vertical secondary suspension spring stiffness on the ride passenger comfort of railway carbody running with speeds under and at critical hunting velocity. High magnitudes of vertical secondary spring stiffness suspension introduce undesirable roll and yaw dynamic response in which affect ride passenger comfort at critical hunting velocity. Low critical hunting velocity with railway carriage running on curved tracks can be represented.
机译:通过推导与考虑单点和两点轮轨接触的模型有关的运动方程,可以构造在弯曲轨道上行驶的铁路车厢的数学模型。提出的铁路运输车模型包括前后简单的常规转向架,每个转向架上都装有两个前轮和尾轮。铁路车厢以31个自由度建模,这些自由度控制轮对的垂直位移,横向位移,侧倾角和偏航角动态响应,而车身和每个车身的垂直位移,横向位移,侧倾角,俯仰角和偏航角动态响应两个转向架。纵向,横向和垂直一级和二级悬架的线性刚度和阻尼参数被提供给铁路车厢模型。采用线性卡尔克理论和非线性启发式模型相结合的方法来计算在车轮和轨道接触面区域引入的蠕变力。使用Runge-Kutta四阶方法构造计算机辅助仿真来求解数学模型的控制微分方程。运用极限环和相平面法的原理来实现稳定性并评估铁路车厢开始搜寻的相关临界搜寻速度。数值模拟模型用于研究垂直二次悬挂弹簧刚度对在临界速度以下和临界速度下运行的铁路车厢的乘车乘客舒适度的影响。较高的垂直第二弹簧刚度悬架的高强度会带来不希望的侧倾和偏航动态响应,从而影响临界行驶速度时乘坐乘客的舒适度。可以表示铁路车厢在弯曲的轨道上行驶时的低临界狩猎速度。

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