横向风与列车风联合作用下车桥系统绕流分析

采用3维定常不可压缩雷诺平均N-S方程,结合RNGk-ε湍流模型,利用多重参考系法,对横向风作用下ICE高速列车在日本屋代南桥上运行的绕流进行分析。结果表明:列车风对流场的影响主要表现在对列车表面附近、桥面、挡风墙间的局部流场的影响;列车运行时对头部、尾部附近的空气有排挤、拖曳作用;列车尾部靠迎风侧有一个很强的旋涡;列车风对列车中部附近流场的影响很小,对列车的阻力、横向力、升力、摇头力矩影响较大;列车风的作用使整个列车产生一种向上提升和沿横风向摇头的作用,列车风对列车附近区域桥梁的气动力有明显影响。     

列车通信网结构及其协议的研究

介绍了列车通信网的主要功能和特点。在此基础上，对列车通信网规范进行了研究，将几种通用局域见及流行的现场总线的特点进行了对比，提出目前我国列车通信网可采用的体系结构和网络协议。     

200km/h高速机车制动盘及联接件温度场、应力场数值模拟

根据传热学原理,建立了高速机车制动盘的传热数学模型,利用ANSYS有限元程序,对200km/h机车制动盘及联接件进行了温度场、应力场数值模拟。同时进行了1∶1台架试验,试验结果表明,数值模拟具有较高的准确性。并根据仿真结果,得出了制动盘及联接件瞬态温度场和应力场的一般规律。     

一种基于CAN总线技术的远程数据采集系统

在海洋环境中，可能需要对多种物理参数进行采集与传输。在分析比较多种远程数据传输方式的基础上，提出一种基于CAN总线技术的远程数据采集系统的硬件和软件设计方案。使用该系统对水下物理场进行了数据采集实验，结果表明该系统通信速率高、传输距离远、可靠性好且性价比高。     

异步牵引电机磁场定向控制解耦算法的研究

针对异步牵引电机,研究了磁场定向控制系统的电压解耦问题。就一种新的解耦算法,从动态响应、抗参数变化、弱磁区转矩响应等方面,借助理论分析和计算机仿真,与现有的解耦算法进行比较。研究表明:该方法更适合于大功率牵引电机的解耦计算。     

多源激励水下复杂壳体结构振动与辐射声场试验研究

设计了一个接近实际情况的多舱段复杂壳体模型,安装小型机械设备,分别进行了单台设备激励与多台设备同时激励的水下复杂壳体振动与声辐射试验;试验结果表明,多源激励下水中复杂壳体的结构响应、辐射声场近似为单源激励下结构响应、辐射声场的非相干叠加.然后从结构声辐射理论上推导了激励源与结构响应、辐射声场之间的传递关系,并以两个源激励为例分析了非相干叠加引起的误差,从而解释了多源激励下结构响应、辐射声场近似为单源激励下结构响应、辐射声场非相干叠加的合理性.这些研究表明,非相干叠加方法可推广应用于水下复杂壳体在多源激励情况下的振动与声场计算,对指导工程设计具有重要价值.     

不同轨道结构减振效果测试分析

在地铁运营期间,通过对采用浮置板、弹性支承块及弹性扣件轨道的轨道结构和隧道壁的振动测试,在时域和频域内,分析了不同地铁轨道结构的减振效果,为今后地铁轨道结构设计选型提供试验依据。     

Development of an LIF image processing technique for measuring drop sizes in a pre-swirl spray

Depth of field effects in laser sheet imaging were considered for droplet sizing of a pre-swirl spray. A pre-swirl spray is formed before the hollow-cone type main-swirl spray from a D.I. gasoline injector, and shows transient characteristics with high axial velocity. A microscopic imaging technique was applied to obtain high spatial resolution LIF tomograms of the pre-swirl spray. A 1 mm thick Nd:YAG laser sheet was used as a light source to make the LIF tomograms that were imaged using a high-resolution CCD camera. The droplet sizing of the pre-swirl spray was carried out using an image processing technique. In the image processing procedure, the laser sheet-straddling large-sized droplets were carefully taken into account to remove the errors caused by the depth of field effects from the limited thickness and the energy distribution of the laser sheet. The mean intensity of the individual droplets and the line profile of the LIF signal around the droplet edge were inspected to screen the laser sheet-straddling large-sized droplets. In order to consider the effects of the size-dependent LIF signal intensity, the size-classified or ensemble-averaged mean intensity of the individual droplets was introduced. The mean droplet sizes such as AMD and SMD were calculated using only screened droplets, and they slightly increase before considering the depth of field effects.     

Wind pressure distribution and wind-induced dynamic response for spatial groined latticed vaults

The wind pressure distribution and wind-induced vibration responses of long-span spatial groined latticed vaults (SGLVs) were numerically simulated, which always are ones of the most important problems in the structural wind resistance design. Incompressible visco-fluid model was introduced, and the standard k-εtwo equation model and semi-implicit method for pressure linked equation (SIMPLE) were used to describe the flow turbulence. Furthermore, the structural dynamic equation was set up, which is solved by Newmark-β method. And several sort of wind-induced vibration coefficients such as the wind-induced vibration coefficient corresponding to the nodal displacement responses and wind loads were suggested. In the numerical simulation where the SGLV consisting of the cylindrical sectors with different curved surface was chosen as the example,the influence on the relative wind pressure distribution and structural wind-induced vibration responses of the closed or open SGLV caused by such parameters as the number of cylindrical sectors, structural curvature and the ratio of rise to span was investigated. Finally, some useful conclusions on the local wind pressure distribution on the structural surface and the wind-induced vibration coefficients of SGLV were developed.     

简易机场道面结构的疲劳特性试验

为了分析简易机场的合理道面结构,依托陕西西安、湖南耒阳的室内外试验段,利用直径30cm刚性承载板模拟机轮荷载圆,使用反力架、千斤顶及疲劳试验机,通过人工和机械定点重复加载模拟飞机通行,研究了薄层沥青混凝土面层 水泥稳定细粒土基(垫)层道面结构在重复荷载作用下的疲劳特性。试验结果表明:推荐道面结构早期承载能力较高,在60d龄期内,整体回弹模量为200～300MPa,弯沉小于1mm;此时道面可承受飞机荷载几万至十几万次的起降通行而不破坏,并保持良好的使用性能;推荐道面结构的疲劳特性可以满足简易机场的应急使用需求。