二维和三维弓网耦合动力学模型适用性分析

针对二维和三维弓网耦合动力学模型,根据接触网模态、接触压力、接触线抬升位移、弓头振动加速度及其频谱特性,分析了两种模型在弓网耦合动力学仿真中的区别;采用三维弓网模型分析了接触网在横风作用时,接触线风振位移对弓网接触压力的影响。计算结果表明二维和三维弓网模型获得的仿真结果基本一致,弓网横向相对运动对其垂向动力学行为影响较小;三维模型适用于横风条件下的弓网动力学仿真,横风载荷对弓网接触压力具有显著影响,导致弓网受流质量变差。     

SS4改型电力机车库内升弓作业要点

库内升弓作业是电力机车检修作业的一项重要内容,也是经常会出现问题的薄弱工作环节。根据现场调查资料,从电力机车的上班检查、风压确认、升弓监护等方面介绍了SS4型电力机车库内升弓作业的要点。     

动车组升弓控制系统

以CRH3为背景描述了动车组升弓控制装置的组成和原理,包括压力空气的供给和调整。同时介绍了CRH3升弓控制过程,并对列车重联、过分相时的升弓控制原理和工作方式进行了介绍。     

Nonlinear modelling of high-speed catenary based on analytical expressions of cable and truss elements

Due to the intrinsic nonlinear characteristics and complex structure of the high-speed catenary system, a modelling method is proposed based on the analytical expressions of nonlinear cable and truss elements. The calculation procedure for solving the initial equilibrium state is proposed based on the Newton–Raphson iteration method. The deformed configuration of the catenary system as well as the initial length of each wire can be calculated. Its accuracy and validity of computing the initial equilibrium state are verified by comparison with the separate model method, absolute nodal coordinate formulation and other methods in the previous literatures. Then, the proposed model is combined with a lumped pantograph model and a dynamic simulation procedure is proposed. The accuracy is guaranteed by the multiple iterative calculations in each time step. The dynamic performance of the proposed model is validated by comparison with EN 50318, the results of the finite element method software and SIEMENS simulation report, respectively. At last, the influence of the catenary design parameters (such as the reserved sag and pre-tension) on the dynamic performance is preliminarily analysed by using the proposed model.     

Introduction of variability into pantograph–catenary dynamic simulations

Currently, pantograph–catenary dynamic simulations are mainly based on deterministic approaches. However, the contact force between catenary and pantograph depends on many key parameters that are not always quantified precisely and can vary in time and space. To get a better chance of addressing extreme or combined critical conditions, methodologies to consider variability are thus necessary. Aerodynamic forces and geometrical irregularities of catenaries are thought to be significant sources of variability in measurement and this paper proposes methods to take them into account. Results are compared with measurements to correlate the effect of the considered parameters with experimentally observed variability. Finally, a virtual certification example is shown, with a study of the influence of speed on the impact of variability.     

不同氧含量下LCMO／NSTO异质结I—V特性分析

研究La0.67Ca0.33MnO3（LCMO）／Nb—0．1wt%-doped SrTiO3（NSTO）PN结的制备及其I-V特性，分析不同氧含量对I-V特性的影响。随着样品制备氧压的变化，LCMO薄膜电阻率和金属-绝缘体转变温度Tp都有所变化。同时得出PN结的阈值电压Vd和温度的关系，并分析其变化的原因。     

东北新干线"疾风"号低噪声受电弓

介绍了新型低噪声受电弓的设计思路和开发过程。试验证明,该新型受电弓比现有带罩形式的受电弓的噪声降低了4 dB以上。     

机车受电弓硬点冲击检测和数据传输的研究

在运行中,对机车受电弓进行硬点冲击检测,保证列车运行安全和指导接触网检修.介绍检测方案,方案中采用新的无线数据传输的手段在机车顶部的高压部和低压部之间传输数据.给出现场应用实例,结果表明,采用无线数据传输的方案设备工作稳定、可靠.     

升温作用下整体桥台台后土压力计算方法的探讨

对在升温作用下,整体式桥台桥梁台后土压力的计算方法进行研究。分别采用Broms法、m法及p-y曲线法计算桥台背墙后填土的水平抗力系数;采用m法及p-y曲线法计算台柱土的水平抗力系数和台桩、墩桩侧土的水平抗力系数;采用TDV软件模拟土对桩端的约束作用。通过对不同方法计算的台后土压力的对比分析,得知:在计算升温引起的整体式桥台桥梁台后土压力时,桥台背墙及台柱土的水平抗力系数计算采用m法是不适合的;桥台背墙后填土的水平抗力系数可采用Broms法计算;土对台桩及墩桩侧的水平抗力系数按p-y曲线来考虑是适合的。     

基于超声波的新型受电弓磨耗监测装置

针对受电弓滑板磨耗现场监测的需要,提出一种基于超声波测量及TMS320LF2407A型DSP芯片的试验装置,并讨论了该装置的工作原理,给出了其硬件系统及软件系统的设计。