Dynamic assessment of existing soft catenary systems using modal analysis to explore higher train velocities: a case study of a Norwegian contact line system

Significant advances made on the rolling stock have considerably increased the possibility of higher speeds in existing railways. Thus, it is important to explore higher speeds and potential limiting factors of existing soft catenary systems. The present paper investigates procedures to assess the dynamic behaviour of these systems using response sampling and modal analysis. The assessment evaluates and quantifies dynamic response along the section. To verify the approach, a case study is conducted and the following assessment methods are used: lengthwise track correlation estimating dynamic predictability, power spectral density estimations before and after passage and short-time Fourier transforms and spectrograms. The combination provides detailed information on the dynamic behaviour. The first part introduces necessary considerations for suggested modal analysis. The second part describes an existing Norwegian section. The case study is conducted using a finite element model including a straight and a given section between Oslo-Trondheim, providing detailed evaluations and system limitation detections.     

一种实时轨道监测无线传感器网络与服务模型研究

列车在运行时,对轨道和路基等的承载设施进行全面监测并将获取的信息实时传送给机车操控人员和列车运行监控记录装置具有重要的科研和实用意义。以此为背景,本文建立一种多网关移动条件下对线路进行实时监测的无线传感器网络模型,描述网络的结构、定义传感数据生成的服务等级划分规则和数据的传输流程。提出一种在网关运动条件下基于相对位置信息的网络功率控制方法并进行相应的通信协议设计。仿真结果表明,在选择合理的底层通信协议的条件下,该网络能够保证监测数据的可靠传输,并满足节能和实时性要求。     

基于DGPS、AIS、GPRS的船舶导航与监控系统

为了保障海上人命安全,特别是在能见度不良情况下有效地保障船舶航行安全,综合应用高精度差分GPS定位技术、GPRS数据传输等技术实现了船舶导航与监控系统。该系统具有形势监控、本船监控、他船监控等功能。     

移动式线路动态加载试验车的研制

通过分析国内外移动式线路动态加载试验车(装置)技术水平和现状,提出我国研制移动式线路动态加载试验车的目的和意义。介绍我国移动式线路动态加载试验车的主要功能和技术参数,并与国外同类设备进行比较,提出先进性、实用性、经济性研制原则。     

Identification of dynamic parameters in low-mobility mechanical systems: application to short long arm vehicle suspension

The identification of dynamic parameters in low-mobility mechanical systems is addressed and applied to short long arm (SLA) front car suspension. The main goal of the identification technique is to obtain, from experimental measurements, the values of those dynamic parameters (masses, location of the centre of masses, terms of the inertial matrix of the links, constant friction terms and elastic and viscous damping constant terms) that affect the dynamic behaviour of the system. Moreover, additional but important information that could be obtained from the procedure is related to the weight of those terms inside the dynamics of the system, so that simplified dynamic models based on relevant and well-identified parameters can be established. First, a systematic procedure will be presented for obtaining the equations of motion in a linear form with regard to the dynamic parameters to be identified. The main drawbacks related to the identification of parameters in low-mobility mechanisms will be pointed out, mainly the difficulty of determining a natural cutoff point into the singular values of the observation matrix which allows us to determine the true dimension of the set of base parameters and of obtaining an observation matrix well conditioned from the numerical point of view that allows an identification in the presence of measurement error. The procedure proposed for overcoming these problems will be based on the development of symbolic relationships among the physical parameters in order to determine the true rank of the observation matrix and on the consideration of a reduced subset of the base parameters set. These relevant parameters will be selected according to their influence on the dynamic behaviour of the mechanical system. A virtual benchmark will be used for testing purposes. The dynamic models based on relevant parameters show a better adjustment than the complete ones, mainly when the level of noise in the measurements used in the identification process increases.     

动荷载作用下钢结构涂装的累积损伤机理与量化模型

为研究动荷载作用下公路钢桥涂装层与基体间的协同变形和破坏机制,开发了钢结构涂装层试件的动荷载试验系统,研究了疲劳荷载作用下涂层的破坏模式、附着力、弹性厚度、应变等随循环加载次数的发展规律。结合涂层破坏模式和发展规律,构建了涂层疲劳累积损伤度的计算模型,提出了基于损伤度的涂层破坏分级方法,并结合试验结果进行了验证。结果表明:疲劳荷载将引起涂层的附着力下降、弹性厚度降低和应变松弛,进而导致涂层出现附着破坏、内聚破坏及其组合。涂层附着损伤度是涂层损伤的主要因素,且随加载次数持续增大,当加载次数较大时内聚损伤贡献突出。试验涂装体系在22万次应力循环后附着损伤度最大为0.34,内聚损伤度最大为0.27,总损伤度达0.61,属于严重损伤。提出的损伤度模型及破坏分级方法与试验规律吻合良好,可应用于公路钢桥涂装层受动荷载作用下的寿命预测。     

填石路堤强夯加固施工参数及路基动应力响应规律研究

贵州西部山区的高速公路常采用高填石路堤,强夯法是控制高填石路堤填筑质量的有效方法之一。为确定填石路堤的强夯加固施工技术参数、探讨强夯冲击能量作用下填石路堤内部动应力响应规律,通过现场试验和FLAC3D数值模拟进行研究。采用动土压力盒、位移观测元件,测试强夯冲击能量作用下的动应力以及夯坑沉降量、夯锤周边地表变形等数据,并将现场测试结果与数值模拟结果进行对比分析。研究结果表明:在夯击能量3 000 kN·m下,强夯加固单点夯击次数为12击、夯点间距为4.5 m;强夯作用下填石路堤内部动应力峰值随深度呈指数形式衰减,并且根据动应力峰值的随深度衰减曲线,获得了夯击能量3 000 kN·m下填石路堤强夯有效加固深度为5.0 m。研究结果可为类似工程确定强夯加固施工参数及有效加固深度提供指导。     

船舶齿轮箱用磁流变弹性体动力吸振器的仿真研究

船舶齿轮箱是船舶动力装置的重要传动装置,同时齿轮箱振动又是船舶振动的主要振源之一。因此,对其安装有效的吸振装置很有必要。本文设计了一款用于齿轮箱吸振的磁流变弹性体动力吸振器模型,通过ANSYS软件对其进行不同激励电流下的模态分析和热力学分析。结果表明,该吸振器拥有较宽的移频特性,能够有效控制齿轮箱的振动,同时该模型在强制对流工况下工作性能较好。     

考虑表面粗糙度与轴瓦变形的水润滑轴承动力特性系数计算

本文在传统轴承动力学分析模型的基础上考虑了水润滑轴承轴瓦的刚度、阻尼和轴承质量以及可能存在的接触刚度、阻尼,推导了考虑表面粗糙度和轴瓦变形的扰动压力雷诺方程,对比了混合润滑模型与动力润滑模型、弹流润滑模型的轴承动力特性系数并分析其差异,研究了倾角、粗糙度等参数综合作用下水润滑轴承动力特性系数的变化规律。结果表明,最小膜厚比大于某一阈值时粗糙度增加可提高水膜动力特性系数,轴瓦变形会使动力特性系数减小,同时也会扩大使水膜刚度、阻尼获得增幅的粗糙度范围,但削弱了粗糙度对承载方向刚度、阻尼的增幅效果。此外,在承受载荷一定的条件下,粗糙轴承的动力特性系数在倾角较大时明显小于光滑轴承的对应值。     

考虑临时和预约需求的共享泊位动态分配方法

为解决多居住区共享停车场同时存在临时共享停车需求和提前预约共享停车需求的动态泊位分配问题，本文提出将未来几个时段的共享停车供需同时考虑到当前时段泊位分配中的单时段泊位分配方法，并将本时段泊位匹配结果延伸到后续时段，从而提出共享泊位动态分配流程。对临时停车需求，以用户成本最小为目标确立优先泊位匹配的原则；对预约停车需求，以系统收益最大为目标确立在当前时段结束时统一分配泊位的原则。定义4个指标评价模型效果。 选择来源于成都市某共享停车APP的3个居住小区一天的数据，对模型进行实证研究以及灵敏度分析。研究结果表明：临时共享停车需求和提前预约共享停车需求所占比例在0.4~0.6时，泊位分配后总目标表现最好；将未来几个时段的供需同时考虑到当前时段中，泊位分配效果更好，且考虑的未来时段越多，泊位分配后总目标越好；在泊位分配时，为了较好地保证临时停车需求能够优先分配到泊位，往往会造成总目标变差。