门型桥塔驰振气动干扰效应数值模拟

针对大跨径悬索桥施工期门型变截面桥塔的驰振问题,提出一种有限元与计算流体动力学CFD相结合分析变截面高耸结构驰振的实用数值方法。以东海某大跨径悬索桥北桥塔为例,运用该方法,考虑塔柱间的气动干扰效应,进行门型桥塔施工期典型工况的驰振性能分析。结果表明:纵桥向门型桥塔整体和其单根塔柱的驰振力系数均大于0,不存在驰振失稳的可能性;在横桥向,由于门型桥塔受塔柱间气动干扰效应的影响,其驰振性能与不考虑气动干扰时的不同,且倒角截面对门型桥塔驰振性能不利;矩形截面和倒角截面前柱的驰振力系数均大于0,后柱的驰振力系数均存在小于0的情况,且后柱驰振力系数的绝对值大于门型桥塔整体的驰振力系数绝对值;在进行门型桥塔施工期驰振分析时,当无横梁时,要重点研究后柱横桥向的驰振性能。     

基于再次均匀采样策略改进轨道车辆二系悬挂系统参数估计方法

基于粒子滤波和卡尔曼滤波的轨道车辆二系悬挂系统参数估计方法存在因粒子枯竭而无法对系统参数变化进行监测的缺陷,所以引入再次均匀采样策略对其进行改进.采用轨道车辆系统横向动力学模型,建立轨道车辆二系悬挂系统的横向动态空间模型,并运用改进后的参数估计算法和Matlab软件对二系横向阻尼和抗蛇行阻尼2个系统参数进行仿真计算.结果表明:在无法获得轨道横向不平顺统计特性的情况下,参数估计方法仍具有良好的鲁棒性;在轨道车辆二系悬挂系统发生突发或老化故障的情况下,改进后的参数估计方法可以准确估计系统参数的变化,且误差值始终保持在10％以下,能够实现对系统状态的实时监测.     

兰新高铁大风区接触网正馈线悬挂结构适应性分析

试验和运行经验表明,兰新高铁大风区接触网正馈线(AF线)疲劳磨损问题非常突出。通过理论结合实际的方法,利用有限元三维流体场仿真辅助手段,分析百里、三十里风区挡风墙后方大风运动特征及AF线风场内受挡风墙结构增速影响的运动特点,提出AF线受激励源干扰产生大幅振动的机理。利用现场样本空间数据累计及AF线V形悬挂铰接零部件的运动频次,提出AF线V形悬挂结构合理性设计的关键点及结构匹配重要性,以及限制零部件间磨损的有效措施。     

Investigation of hardware-in-the-loop for use in suspension development

Hardware-in-the-loop (HiL) is a testing method in which real-time measurements on physical hardware replace the mathematical model of the particular hardware during simulation. The development of a semi-active suspension prompted the need for such capability. HiL, implemented on a PC with a dSpace^TM board in conjunction with a hydrodynamic actuator, was compared to software simulations of single degree of freedom (DOF) and two DOF systems. HiL was also compared to a physical (ballast-based) two DOF system, comprising the rear suspension of a motorcycle. Comparisons between the HiL and software responses showed its suitability for testing suspension systems, thus providing a viable alternative to ballast-based suspension tests, using available hardware. The research also showed that actuator dynamics, filter types and amounts, and signal reference levels required special consideration.     

聚苯胺／CuFeS2纳米复合材料的制备与表征

聚苯胺/CuFeS2（PANI/CuFeS2）纳米复合材料不仅具有导电高聚物和氧化物半导体的优良光电特性,还具有纳米材料特有的功能性,在传感、催化、吸波和能源材料等领域有着广阔的应用前景。文中采用原位聚合法制备了PANI/CuFeS2纳米复合材料,分别采用傅立叶红外光谱（FT-IR）、X-射线衍射（XRD）、扫描电镜（SEM）、UV-Vis 漫反射吸收光谱和电导率测量等对所得复合微粒进行表征。结果表明：CuFeS2纳米颗粒均匀的分散在聚苯胺（ PANI）基体内,PANI/CuFeS2复合材料中未存在键合作用,而只是简单的物理包覆,所以对各自的性能均未造成影响。与聚苯胺相比,PANI/CuFeS2复合材料光电性能得到有效提高,且CuFeS 2添加量为30％时其性能最佳。     

悬架偏频对制动性能影响分析

制动性能是衡量车辆好坏的一个重要指标,世界上任何一个国家对此都有严格要求。本文着重介绍一款轻型载货车辆在设计验证过程中,车辆空载行驶速度超过40km／h时,在紧急制动情况下后桥出现抖动现象。通过对车辆制动系统、悬架系统全面分析,找到问题所在,最后在不影响车辆性能的前提下,通过适当调整后悬架板簧的刚度达到解决车辆制动抖动。     

再论悬挂索的重力刚度——双索、多跨

按双悬挂索的受力特性，应用悬挂索重力刚度解析双悬挂索结构的经济效果和修建多跨悬索桥的可行性，并以示例予以说明。     

Large motion mountain biking dynamics

A bond graph model of a mountain bike and rider is created to develop baseline predictions for the performance of mountain bikes during large excursion maneuvers such as drops, jumps, crashes and rough terrain riding. The model assumes planar dynamics, a hard-tail (front suspension only) bicycle and a rider fixed to the bicycle. An algorithm is developed to allow tracking of a virtual tire-ground contact point for events that separate the wheels from the ground. This model would be most applicable to novice mountain bikers who maintain a nearly rigid relationship between their body and the bicycle as opposed to experienced riders who are versed in controlling the bicycle independent of the body. Simulations of a steep drop are performed for various initial conditions to qualitatively validate the predictions of the model. Results from this model are to be compared to experimental data and more complex models in later research, particularly models including a separate rider. The overarching goals of the research are to examine and understand the dynamics and control of interactions between a cyclist and mountain bike. Specific goals are to understand the improvement in performance afforded by an experienced rider, to hypothesize human control algorithms that allow riders to perform manoeuvres well and safely, to predict structural bike and body forces from these maneuvers and to quantify performance differences between hard-tail and full suspension bicycles.     

天兴洲公铁两用长江大桥的失效树分析

为研究天兴洲公铁两用长江大桥设计方案的可靠性,运用Ansys软件建立大桥的有限元模型,在成桥状态基础上,分析、计算和比较活载的荷载工况,依照铁路桥梁钢结构设计规范计算各工况下杆件的应力,从而得到最危险的荷载工况;以最小荷载增量准则为失效分析理论,利用Ansys的APDL参数化设计语言进行后处理,生成大桥前五级失效历程的失效树。分析结果表明:该大桥设计方案可靠性较高;某些关键杆件对桥梁的可靠性尤其重要,加强这些杆件能高效提高设计方案的可靠性;Ansys软件的APDL参数化设计语言对复杂结构的建模和数据处理尤为方便。