PID自动舵组件自动测试系统研究

本文介绍了PID自动舵组件自动测试系统的技术实现.该系统运用了现代技术设计理念,采用触摸屏、PLC及CPLD,实现了PID自动舵组件的自动测试、故障诊断以及测试波形和结果的显示.     

压实控制技术的现状与展望

本文详细地介绍了密实度的各种测量方法:密实度控制法、承载能力控制法、表面沉降试验法、贯入试验法.利用振动轮与压实材料的相互作用力,实现的随车压实计及振荡压实技术与振荡压实计的发展.     

基于测试案例及JRU数据的专家系统研究

为保证高速铁路能够安全有效地运行,在正式运营前必须对列控系统进行充分的功能测试。研究基于测试案例以及JRU数据的专家系统势在必行。主要介绍系统的主要功能、拓扑结构及其测试步骤,以及实现测试案例快速匹配的Hash搜索树等内容。     

液压气门间隙调节器研究中的泄沉试验方法

利用泄沉试验得出的ＨＬＡ泄漏流量与其受力的关系,可算出ＨＬＡ弹簧—阻尼模型中的阻尼系数;将ＨＬＡ泄沉试验结果与另外进行的气门机构动态测量的结果相结合,可估算出ＨＬＡ高压腔机油混气量。以一个直动式ＨＬＡ及其气门机构为例,以ＨＬＡ泄沉试验的目的、方法及对试验结果的处理分析为主要内容,介绍了确定阻尼系数和机油混气量这两个参数的意义和实现方法。     

钢-混凝土连续组合铁路桥梁综合动力性能试验研究

通过对某客运专线的钢-混凝土连续组合板梁铁路桥和连续组合箱梁铁路桥的综合动力性能试验,测试在高速列车通过时钢-混凝土组合连续梁桥的自振特性、动挠度、竖横向振幅、竖横向加速度、墩顶横向振幅、支座位移、脱轨系数、轮重减载率和轨道力等动力响应和安全指标。采用车桥耦合振动理论对2座组合梁桥进行动力仿真分析,对桥梁的动力性能、试验列车运营的舒适性和安全性进行预测,结合已有相关规范,分析实测资料并综合评价2种类型组合梁铁路桥体系的各种性能。试验结果表明,在高速列车荷载作用下,2座组合梁桥梁体及墩身应力增量很小,支座位移也很小;实测梁体竖向自振频率符合相应的规范要求;在高速列车荷载作用下,梁体跨中挠度、横向振幅、竖横向加速度和墩顶横向振幅以及桥梁中跨跨中的脱轨系数、轮重减载率和轨道力符合相应的规范要求。     

混合动力系统的台架试验研究

针对所开发的混合动力系统的特点,建立了包括测功机、发动机及ECU、电动机及电机控制器ECU、液晶仪表、电池及管理系统ECU、软件监控界面等在内的动力系统测试平台。通过台架试验,实现了发动机和电动机双驱动动力源的参数匹配,节约了开发成本,缩短了开发周期,完成了用车辆难以进行的试验,验证了整车的控制逻辑及其相关的控制策略,为转鼓试验和整车的进一步开发研究奠定了基础。     

Required test durations for converged short-term wave and impact extreme value statistics–Part 2: Deck box dataset

In the assessment of wave-in-deck loads for new and existing maritime structures typically model tests are carried out. To determine the most critical conditions and measure sufficient impact loads, a range of sea states and various seeds (realisations) for each sea state are tested. Based on these measurements, probability distributions can be derived and design loads determined. In air gap model testing usually only few, if any, impact loads occur per 3-hour seed. This can make it challenging to derive reliable probability distributions of the measured loads, especially when only a few seeds are generated. In addition wave impact forces, such as greenwater loading, slamming, or air gap impacts are typically strongly non-linear, resulting in a large variability of the measured loads. This results in the following questions: How many impacts are needed to derive a reliable distribution? How is the repeatability of individual events affecting the overall distribution? To answer these questions wave-in-deck model tests were carried out in 100 x 3-hour realisations of a 10,000 year North Sea sea state. The resulting probability distributions of the undisturbed wave measurements as well as the measured wave-in-deck loads are presented in this paper with focus on deriving the number of seeds and exposure durations required for a reliable estimate of design loads.The presented study is Part 2 of a combined study on guidance for the convergence and variability of wave crests and impact loading extreme values. The data set of Part 1 ([1]) is based on greenwater loads on a sailing ferry and the data set of Part 2 on wave-in-deck loads on a stationary deck box.