A Solution to Remove Railway Track Discontinuities at Spiral Junctions

J. Pascal
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Abstract

To design railway track layouts, engineers use tangent and circle segments. To maintain curvature and bank angle continuities between flat straight lines, with zero curvature, and banked circles, they use spiral segments where curvature and bank angle vary linearly as function of distance. This method meets the behavior of track engineers for which curvature and super-elevation are the main data used to lay the groundwork. However, it demonstrates dynamical drawbacks at both ends of spirals where bank angle and curvature derivatives would be discontinuous. Several unsuccessful attempts have been made to change spirals definition to alleviate this issue. In reality, track engineers smoothen the theoretical layout at the junctions, but there is no analytical definition for that although it is necessary track data at least for simulation codes. Smoothing portions are called ‘doucines’ but the maps of railway lines do not mention these unknown data and railway numerical codes ignore them, thus having to deal with subsequent dynamical perturbations which are avoided by doucines in reality. This paper proposes an analytical definition of practical doucines which does not modify actual theoretical method for designing lines. It also describes a method for programming it in railway codes. It uses trigonometric functions, sine and cosine which are simple to integrate to get at first the track orientation and then the X-Y coordinates of the layout line. In addition to doucine definitions, usable as well in practice as for all multibody codes, the paper shows how it can be implemented into the specific French calculation method, which uses an imaginary space, developed at first for calculating the dynamics of TGV. After modifying the author’s Ocrecym code according to the proposed doucine method, dynamical simulations of a light trailer coach, running over curved lines with and without doucines are presented to demonstrate the effectiveness of proposed solution.
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一种消除螺旋路口轨道不连续的方法
在设计铁路轨道布局时,工程师使用切线段和圆段。为了保持零曲率的平坦直线和倾斜的圆之间的曲率和倾斜角的连续性,他们使用螺旋线段,其中曲率和倾斜角随距离线性变化。该方法满足轨道工程师以曲率和超高程为主要基础数据的需求。然而,它证明了在螺旋两端的动力学缺陷,其中倾斜角和曲率导数将不连续。为了缓解这个问题,已经进行了几次不成功的尝试来改变螺旋的定义。在现实中,轨道工程师对交叉口的理论布局进行了平滑处理,但对其没有解析定义,尽管这至少是仿真代码所必需的轨道数据。平滑部分被称为“脉冲”,但铁路线的地图没有提到这些未知数据,铁路数字代码忽略了它们,因此不得不处理后续的动态扰动,而这些扰动在现实中是由脉冲避免的。本文提出了一种分析性的实用药的定义,但不改变实际设计药线的理论方法。文中还描述了一种在铁路编码中对其进行编程的方法。它使用三角函数,正弦和余弦,这是简单的积分,首先得到轨道的方向,然后得到布局线的X-Y坐标。除了在实践中可用于所有多体代码的简单定义之外,本文还展示了如何将其实现到具体的法国计算方法中,该方法使用虚空间,最初用于计算TGV的动力学。根据本文提出的方法对Ocrecym代码进行了修改,并对一辆轻型拖车进行了带药和不带药在曲线上行驶的动力学仿真,验证了所提方法的有效性。
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