简介高弹性联轴器在船舶动力装置中的使用

随着造船技术的发展,人们对动力装置系统运行的安全性、可靠性和舒适性的要求越来越高,越来越多的船舶在动力装置中选用高弹性联轴器来解决轴系的振动与噪声问题。文章就这方面的问题进行一些讨论,供大家参考。     

基于排风数据的列车折角塞门误关检测方法

针对折角塞门误关问题,文章分析了列车排风制动过程中机车列车管和排风口的大量数据,根据数据分析结果建立了相关数学模型,并介绍了基于此模型而开发的列车折关检测报警记录装置的基本原理。     

重庆轻轨袁家岗车站桥动力性能分析

采用空间离散模型,计算重庆跨座式单轨交通线路袁家岗车站桥的结构自振特性及动力响应。由于单轨交通桥梁结构的振动,主要是由静力脉动引起。采用车桥作用理论的荷载列方法,计算15种工况下轻轨车辆经过时的的结构振动。结果表明:该车站桥结构具有足够的刚度,整体动力性能较好;结构在纵、横、竖三个方向都是站台层的加速度值最大,竖向加速度值最大为0 057g;桥上各处的振动舒适度系数均在1 5以下。     

Influence of local and external processes on the annual nitrogen cycle and primary productivity on Georges Bank: A 3-D biological–physical modeling study

Georges Bank is one of the world's most highly productive marine areas, but the mechanisms of nutrient supply to support such high productivity remain poorly understood. Intrusions of nutrient-poor Labrador Slope Water (LSW) into the Gulf of Maine (NAO-dependent) potentially can reduce nutrient delivery to the bank, but this mechanism has not been quantitatively examined. In this paper, we present the first whole-year continuous model simulation results using a biological–physical model developed for the Gulf of Maine/Georges Bank region. This high-resolution three-dimensional coupled model consists of the Finite Volume Coastal Ocean Model (FVCOM) and a Nitrogen–Phytoplankton–Zooplankton–Detritus (NPZD) model, and was used to examine the influences of local and external processes on nitrogen and phytoplankton dynamics on Georges Bank. The model captured the general pattern of spatial-temporal distributions of nitrogen and phytoplankton and provided a diagnostic analysis of different processes that control nitrogen fluxes on Georges Bank. Specifically, numerical experiments were conducted to examine seasonal variation in nitrogen transport into the central bank (new nitrogen supply) versus nitrogen regenerated internally in this region. Compared with previous observation-based studies, the model provided a quantitative estimate of nitrogen flux by integrating the transport over a longer time period and a complete spatial domain. The results suggest that, during summer months, internal nitrogen regeneration is the major nitrogen source for primary production on the central bank, while nitrogen supply through physical transport (e.g. tidal pumping) contributes about 1/5 of the total nitrogen demand, with an estimated on-bank nitrogen transport at least 50% less than previous estimates. By comparing the model runs using different nitrogen concentrations in deep Slope Water, the potential influence of NAO-dependent intrusions of LSW was examined. The results suggest that the change of nitrogen concentration in the deep Slope Water may not have a significant impact on nitrogen and phytoplankton dynamics on the well-mixed central bank, largely due to limited nutrient exchange across the tidal mixing front and enhanced near-frontal nutrient uptake. However, relatively more significant impact was observed in the model simulations if both well-mixed and seasonally-stratified areas (inside 100 m isobath of the bank) were considered in flux calculations.     

柔性耦合单轮对走行系统的曲线性能分析和参数设计原则

建立柔性耦合单轮对走行系统的曲线通过模型。分析轮对冲角、脱轨系数和磨耗指数等主要性能指标与耦合连接横向、回转刚度等参数的关系,给出相应的连接参数设计原则。研究表明,柔性耦合轮对可以实现几乎纯径向的曲线通过,轮对曲线性能的耦合回转刚度的优化与单轮对系统的二系悬挂、车辆定距和耦合轮对轴距等参数有关,在优化耦合连接回转刚度的基础上,可以通过提高耦合连接的横向刚度来增加铰接车组的运动稳定性。     

耦合微波介质同轴谐振器的带通滤波器设计

由1／4波长介质同轴谐振器作为分布参数元件，用集总参数的贴片电容耦合，构成带通滤波器。根据所设计的滤波器技术指标，确定滤波器的类型，级数，结构。然后将其中的并联谐振结构替换为采用高介电常数的介质同轴谐振器。通过仿真验证，最后制作出符合要求的带通滤波器。     

拱北隧道管幕冷冻施工中的冻胀控制技术研究

以港珠澳大桥珠海连接线拱北隧道为工程实例,研究管幕冷冻法工艺中地层的冻胀控制原理和技术。基于热力耦合原理,采用有限元预测人工冷冻过程中的土体温度变化及地表冻胀位移,比较和分析管幕周围土体预注浆和采用限位管模式对地表冻胀的控制效果。结果表明： 管幕周围土体的预注浆降低了土体的渗透系数及冻胀率,抑制了土中水分迁移,是冻胀控制技术的主体;限位管有效地降低了冻土的发展速率,加强了冻胀控制效果,是冻胀控制技术的有效补充。通过对现场地表冻胀实测数据与有限元模拟结果的比较分析,从地层温度和地表位移分布规律说明了冻胀控制技术的工作原理。研究结果为拱北隧道的顺利实施提供了技术保障,提高了我国复杂条件下超大断面隧道建造的总体技术,还可为类似人工冷冻法隧道施工提供技术参考。     

采用间接耦合法分析斜拉桥索塔瞬态温度应力场

针对混凝土斜拉桥索塔,将以传热学原理为基础的温度场分析与采用有限元法的应力场分析间接耦合,准确分析了结构内瞬态温度场和应力场的分布。以实桥为例,求解了索塔上温度应力分布,表明：用有限元法求解瞬态温度场能准确模拟索塔的温度场分布;间接耦合法能准确、有效地处理温度-应力耦合问题,能将温度荷载与其他荷载作用应力场有效组合,从而得到结构上准确的应力分布;对比了瞬态温度场分布与采用温差分布经验公式的不同,证明采用温差分布经验公式计算索塔面板上温度产生的拉应力时误差不大。     

大跨度公路、轨道交通两用桥列车走行性及合理刚度探讨

采用空间杆系有限元方法,建立了某长江大桥的车振动力分析模型.用通用软件ANSYS及车桥耦合振动分析程序VBC计算了该桥的空间自振特性.两者计算结果较为一致.建立了桥梁、列车、汽车动力分析模型,借助VBC对其在不同车速、不同荷载工况下的车桥耦合振动进行了计算和分析.通过理论分析和程序试算,对该长江大桥的合理刚度进行了初步的探讨.     

基于PXI的多普勒速度声呐测试系统设计

根据多普勒速度声呐的测试需要,在分析了多普勒速度声呐测速原理的基础上,对测试方法进行了研究.设计了基于PXI总线技术的波形采集和回放模块,并采用声对接的方式对声呐系统进行测试.测试结果表明,该系统完全满足测试要求,同时具有通用性、高效性和易用性等特点,具有较好的实用价值.