鲁南地区区域地壳稳定性评价与胶新铁路地质选线

以遥感图象解译和野外地质勘查结果为依据对活动断裂分布及其活动性进行了重新核对 ,结合地震、地球物理、地壳形变等资料进行构造稳定性分区。根据铁路工程地质选线的若干要求和铁路通过区的具体特点 ,选取地质、地震、活动断裂、地质灾害和场地岩土类型为主要评价因素 ,从构造稳定性、地面稳定性、岩土体稳定性三方面进行区域地壳稳定性的评价。最后根据上述评价结果进行综合工程地质选线.     

列车通过道岔时转向架结构振动特性的研究

建立了考虑线路弹性并视转向架构架为柔体的三节车辆组成的列车通过道岔运行的列车/线 路模型. 分析了列车通过道岔时作用于转向架构架上的动载荷,将动载荷通过程序 FEMBS{-1}转化为适用于FE程序的文件并由ANSYS软件分析整个构架的应力分布及最大应力时间历程变化等. 分析对比了列车及单节车辆的仿真结果并与线路动应力试验结果进行了对比. 研究认为列车通过道岔时各构架的拉、压动应力幅值变化各异且在岔心处大于单辆车的相应值,表明单辆车模型适用于初步的计算分析,欲详细分析构架的结构性能应采用多车模型. 根据动应力频谱分析可知,构架的动应力可分为3个频域区,分别对应由直线驶入道岔的曲线上、岔心和岔尖处及构架固有振动频率附近的弹性振动区.     

基于轮轨蠕滑机理的货车车轮磨耗寿命预测

为对货车车轮磨耗寿命进行预测,在SIMPACK中建立车辆-轨道多体动力学模型,基于轮轨半赫兹接触理论和Zobory车轮磨耗模型编制车轮磨耗数值仿真程序.对C80型货车等在环形线和大秦线上运行时的车轮磨耗行为进行仿真,并根据实测结果和仿真结果对Zobory车轮磨耗模型进行修正,最后利用修正后的Zobory模型对C80型货车在国内某重载线路上运行时的车轮磨耗寿命进行预测.结果表明:车辆在环形线和大秦线上运行时,仿真得到的车轮磨耗分布范围以及圆周磨耗深度和轮缘厚度随运行里程的变化趋势均与现场实测结果较为接近,但车轮圆周磨耗率分别为实测结果的1.394 ～1.842倍和2.172 ～3.658倍,主要原因是仿真中采用了轮轨半赫兹接触理论,考虑了弹性剪切变形对滑动速度的影响,并且国内货车采用的CL60钢的硬度大于国外BSll钢的硬度;C80型货车在国内某重载线路上运行时,利用修正后的Zobory模型仿真得到的车轮段修磨耗寿命为39×105 km,运用磨耗寿命为65×105 km,与现场统计结果较为吻合.     

高速客车横向稳定性及分岔研究

以一类比较典型的具有17个自由度的四轴铁道客车系统为研究对象.利用Vermeulen-Johnson蠕滑理论和一分段线性函数来分别计算轮轨滚动接触蠕滑力和轮缘力.应用数值方法并结合稳定性与分岔理论对该车辆系统运行于理想平直轨道上的横向稳定性与分岔问题进行研究,得到车辆系统的Hopf分岔点、鞍结分岔点及其稳定性转变过程,据此确定车辆系统的线性临界速度和非线性临界速度.同时也对该车辆系统在超高速情况下的摆振方式进行分析,结果表明系统首先经简单的单频率周期运动,逐渐演变成两个甚至多个频率互相耦合的拟周期运动,随着新的耦合频率不断出现,系统最终进入混沌运动状态.     

新建铁路专用线声环境影响评价的程序与方法

针对铁路专用线声环境影响评价的特点和目前缺乏新建铁路噪声预测模式的现状，提出了铁路专用线声环境影响评价的程序和方法，并以其公司运输成品油的专用线为实例对上述方法进一步验证。     

Simulating train movement in an urban railway based on an improved car-following model

Based on the optimal velocity car-following model, in this paper, we propose an improved model for simulating train movement in an urban railway in which the regenerative energy of a train is considered. Here a new additional term is introduced into a traditional car-following model. Our aim is to analyze and discuss the dynamic characteristics of the train movement when the regenerative energy is utilized by the electric locomotive. The simulation results indicate that the improved car-following model is suitable for simulating the train movement. Further, some qualitative relationships between regenerative energy and dynamic characteristics of a train are investigated, such as the measurement data of regenerative energy presents a power-law distribution. Our results are useful for optimizing the design and plan of urban railway systems.     

An improved local branching approach for train formation planning

The train formation plan (TFP) determines routing and frequency of trains, and assigns the demands to trains. In this paper, an improved local branching algorithm is proposed for the TFP model in Iranian railway. This solution strategy is exact in nature, although it is designed to improve the heuristic behavior of the mixed integer programming (MIP) solver at hand. In the local branching algorithm, additional constraints are built in the model for the binary variables, but in the improved local branching algorithm, the additional constraints are built in the model for integer variables. A state-of-the-art method is applied for parameter tuning using design of experiments approach. To evaluate the proposed solution method, we have simulated and solved twenty test problems. The results show the efficiency and effectiveness of the proposed approach. The proposed algorithm is implemented for Iranian Railway network as a case study.     

Analyzing the causation of a railway accident based on a complex network

In this paper, a new model is constructed for the causation analysis of railway accident based on the complex network theory. In the model, the nodes are defined as various manifest or latent accident causal factors. By employing the complex network theory, especially its statistical indicators, the railway accident as well as its key causations can be analyzed from the overall perspective. As a case, the ＂7.23＂ China-Yongwen railway accident is illustrated based on this model. The results show that the inspection of signals and the checking of line conditions before trains run played an important role in this railway accident. In conclusion, the constructed model gives a theoretical clue for railway accident prediction and, hence, greatly reduces the occurrence of railway accidents.     

Modelling and Simulation for Train Movement Control Using Car-Following Strategy

Based on optimal velocity car-following model, in this paper, we propose a new railway traffic model for describing the process of train movement control. In the proposed model, we give an improved form of the optimal velocity function V^opt, which is considered as the desired velocity function for trainmovement control under different control conditions. In order to test the proposed model, we simulate and analyze the trajectories of train movements, moreover, discuss the relationship curves between the train allowable velocity and the site of objective point in detail. Analysis results indicate that the proposed model can well capture some realistic futures of train movement control.     

Optimization of high-speed railway pantographs for improving pantograph-catenary contact

A crucial system for the operation of high-speed trains is the pantograph catenary interface as it is the sole responsible to deliver electrical power to the train. Being the catenary a stationary system with a long lifespan it is also less likely to be redesigned and upgraded than the pantographs that fit the train vehicles. This letter proposes an optimization procedure for the improvement of the contact quality between the pantograph and the catenary solely based on the redesign of the pantograph head suspension characteristics. A pantograph model is defined and validated against experimental dynamic characteristics of existing pantographs. An optimization strategy based on the use of a global optimization method, to find the vicinity of the optimal solution, followed by the use of a deterministic optimization algorithm, to fine tune the optimal solution, is applied here. The spring stiffness, damping characteristics and bow mass are the design variables used for the pantograph optimization. The objective of the optimal problem is the minimization of the standard deviation of the contact force history, which is the most important quantity to define the contact quality. The pantograph head suspension characteristics are allowed to vary within technological realistic limits. It is found that current high-speed railway pantographs have a limited potential for mechanical improvements, not exceeding 10%–15% on the decrease of the standard deviation of the contact force.