Some Problems of Rails For High-speed Railway of China

Acciording to running experience of high-speed railway abroad,a full attention must be paid to some requirements of specifica-tion of rails for high-speed railway,such as materil mechanical properties,rimension tolernces,straightness,surface flatness and so on.It is suggested that the long-length rails should be laid in high-speed railway,and the feasibility of producing,welding and transporting of long-length rails should be researched.On the basis of technical innovation of domestic manufacturers,it is practicable to lay 50-100mlong-length rails should be researched.On the basis of producing,welding and transporting of long-length homemade rails in high-speed railway of China.The following welding programme of rails for hiah-speed railway can be adiop-ted:50-100m long-lenath rails can be welded as 500m long rail string through flash butt welding in plant,then in field the reid string can be welded through a mobile flash butt welding or thermit welding.As the specification of rails or high-seed railway is rigorous.some related techniques to long-length rails should be researched and practised as soon as possible,including mobile flash butt welding tech-nique,transporting and reinforcing techniques of lon-length rails,etc…     

Dynamic stability of a curved rail under a moving load

The stability of a curved rail under a constant moving load has been investigated using a linear theory; critical speeds of the moving load, and the dynamic rail deflections and rotation were calculated. The effect of the foundation was included through distributed linear springs. It was assumed that the moving load remains in constant contact with the rail and travels along a fixed path on the rail head.     

影响护栏防护性能的相关因素研究

采用计算机仿真的手段，运用有限元仿真软件LS-DYNA建立了圆柱形立柱形式的波形梁护栏的有限元模型，护栏的材料采用的是钢材，护栏板与立柱之间通过螺栓连接，基于这个模型，本文对轿车与护栏碰撞过程中影响护栏防护性能的摩擦系数以及护栏板与立柱之间的连接性能进行了研究，结果发现，通过减小摩擦力以及改变护栏板与立柱之间螺栓连接的临界失效载荷，可以提高事故中护栏对乘员的保护能力。     

宽窄导轨上纯滚动双钢球碰撞实验

在宽窄水平导轨上进行纯滚动双钢球碰撞实验,发现它与滑动运动中的双钢球碰撞实验明显不同;其原因在于纯滚动双钢球的碰撞是在碰撞点的正碰和切向碰撞的复合碰撞,两类碰撞遵从不同的动力学规律;碰撞过后,两钢球的运动状态都不再是纯滚动,要恢复成纯滚动,每一个钢球都必须通过自身与导轨之间的相互作用,经历一次自调整阶段;而自调整阶段的能量损耗,与钢球的滚动半径和它的即时状态与纯滚动的偏离有关.     

A Practical Application of Ultrasonic Thermal Stress Monitoring in Continuous Welded Rails

A methodology designed to monitor thermally induced loads on continuous welded rails (CWR) is presented. The technique is based on the use of sub-surface longitudinal ultrasonic waves (l.c.r. waves) and, by means of a daily data elaboration, allows to obtain the value of the neutral temperature of the rail as a function of time. From such information an estimation of longitudinal stresses, to be used as a reference, can be derived. The methodology here presented has undergone a 2 years testing period, through the instrumentation of about 3 km of railway track. All acquired data have been remotely processed in a single control station.     

组合式钢轨抗滑桩应力状态的数值模拟

针对平庄西露天煤矿非工作帮３４００－３６００剖面间中部５００站边坡潜在滑落区具体工程地质条件，采用平面有限元法对组合式钢轨抗滑桩及其围岩进行了应力和位移分析，客观地反映了组合式钢轨抗滑桩所受围岩应力的分布状态和规律，为桩体结构设计和强度校核、稳定性校核、单桩抗滑力的确定提供了充分的理论依据。提出了组合式钢轨抗滑桩设计计算的一种新方法     

朔黄铁路庄里滹沱河大桥桥面无缝线路设计研究

基于有限元分析软件,以朔黄铁路庄里滹沱河大桥桥面无缝线路设计为例,用两种设计方法对线路的钢轨强度、稳定性、断缝值等进行检算,以便判断是否可以取消既有的伸缩调节器。结果表明:无缝线路桥上连续梁钢轨最大伸缩附加力位于5号墩处;全桥采用常阻力扣件,不设钢轨伸缩调节器,钢轨强度检算的应力超过钢轨容许应力;桥上部分地段铺设小阻力扣件,其强度、稳定性以及断缝的检算均符合要求,即既有桥上钢轨伸缩调节器可以取消。     

铁路大站段无缝线路管理模式探讨

从管理人员的职责、管理制度和管理标准3方面探讨了了铁路大站段无缝线路的管理模式。     

电磁发射枢轨界面初始接触状态研究

C型电枢通过尾翼弹性变形为电磁发射提供枢轨壁面初始接触力,初始接触状态对电磁轨道发射全过程的滑动界面状态起决定作用,影响系统效率和轨道寿命。通过建立接触模型进行模拟计算和设计多组对比试验,研究了C型电枢作用下初始接触状态。考虑材料的安全变形控制范围,在电枢头部尺寸的微小变动和尾翼的不同设计尺寸下,分析了接触压强、接触区域（面积）、接触力的变化规律。提出了控制接触状态的关键参量压入比,接触区域随压入比的增大从电枢尾部向头部移动,最大接触面积约占总接触表面的50%。讨论了良好电接触要求下最佳接触状态及其工程实现方法。     

小半径曲线钢轨防外倾装置的研制及应用

对石太线线路设备病害现状进行了调查分析,阐述了小半径曲线钢轨防外倾装置研制的原则、方案及改进与应用情况。