基于MATLAB软件的动车组转向架悬挂系统半主动控制仿真分析

基于CRH2高速动车组转向架悬挂系统结构,对列车垂直、水平两个方向建立动力学模型。利用模糊控制理论,对影响车辆运行平稳性的沉浮、点头、横移、侧滚及摇头等刚体振动进行控制策略分析。根据半主动控制系统的特性要求,提出采用磁流变阻尼替换原有油液阻尼,达到降低车体各个方向的振动加速度从而提升车体稳定性的目的。以中国干线铁路轨道功率谱密度为轨面激励发生基础,联合MATLAB软件中的Simulink模块进行整车性能仿真研究。仿真结果显示,该半主动控制悬挂系统能够较好地抑制两个方向的5种振动模式,对于改善车辆运行平稳性、降低转向架所受冲击力有良好的作用,在设计上可使用半主动控制的磁流变悬挂系统代替传统铁道车辆被动悬挂控制。     

自锚式悬索桥“先缆后梁”施工方法的研究

为了克服一般自锚式悬索桥施工方法的缺点,在自锚式悬索桥的设计中提出"先缆后梁"的施工方法,该文介绍了三种临时锚固方案的设计思路和各自特点,结合京杭运河大桥自身实际情况最终选定了合理的方案。为自锚式悬索桥"先缆后梁"施工方法的研究和应用提供了一些经验。     

Roll and pitch independently tuned interconnected suspension: modelling and dynamic analysis

In this paper, a roll and pitch independently tuned hydraulically interconnected passive suspension is presented. Due to decoupling of vibration modes and the improved lateral and longitudinal stability, the stiffness of individual suspension spring can be reduced for improving ride comfort and road grip. A generalised 14 degree-of-freedom nonlinear vehicle model with anti-roll bars is established to investigate the vehicle ride and handling dynamic responses. The nonlinear fluidic model of the hydraulically interconnected suspension is developed and integrated with the full vehicle model to investigate the anti-roll and anti-pitch characteristics. Time domain analysis of the vehicle model with the proposed suspension is conducted under different road excitations and steering/braking manoeuvres. The dynamic responses are compared with conventional suspensions to demonstrate the potential of enhanced ride and handling performance. The results illustrate the model-decoupling property of the hydraulically interconnected system. The anti-roll and anti-pitch performance could be tuned independently by the interconnected systems. With the improved anti-roll and anti-pitch characteristics, the bounce stiffness and ride damping can be optimised for better ride comfort and tyre grip.     

Kinematic and dynamic analysis of a heavy truck with individual front suspension

The main focus of this work is on the characteristics of a commercial vehicle with individual front suspension (IFS). Both kinematic and dynamic properties of the vehicle are investigated through simulations and analytical expressions. Moreover, employing the model of the tractor semitrailer combination, the study presents the results of comparison between the trucks with IFS and rigid front axle with respect to comfort and handling. This is done by analysing the responses of the vehicles to different road and steering inputs. The obtained results show enhanced comfort and steering feeling for the truck with IFS.     

五连杆非独立后悬架侧倾性能研究

运用动静法创建了稳态回转时五连杆后悬架的侧倾平面模型运动方程,运用矢量几何法分析了车体侧倾角和横向推力杆方向角之间的关系。通过对某SUV车实例分析,得出了不同的几何位置下车体侧倾角、有效侧倾刚度及侧倾中心位置的变化。结果表明,当车辆稳态回转时,横向推力杆的长度及方向角、上拉杆的布置对悬架的侧倾特性有重要影响;仿真结果与道路试验结果在趋势上有较好的一致性。     

面向安全的悬索桥综合监测系统框架研究

针对悬索桥梁安全监测中各子系统分散的现状,构建一种涵盖结构、交通、环境等信息的桥梁安全综合监测系统框架,并提出系统功能及数据集成与挖掘关键技术,该综合监测系统通过统一平台集成桥梁结构健康监测、主缆除湿监测、供电设施电力监测、交通运行监测、外界环境监测等子系统的信息资源.     

越野车复合型悬架平顺性的研究

为解决越野车在复杂路面行驶过程中平顺性较差的问题,本文中在某型越野车原悬架系统上加装空气弹簧,形成新型复合型悬架结构.首先为探究越野车悬架系统的振动机理,通过对越野车空气弹簧和原悬架系统进行理想化结构分析,构建出了空气弹簧与螺旋弹簧相并联的复合型悬架系统模型;然后针对越野车行驶要求,提出了一种新型工作模式切换控制策略,...     

山区大跨度悬索桥钢桁梁施工技术

为解决山区大跨度悬索桥钢桁梁架设施工受地形条件限制的问题,以坝陵河大桥为背景,研究桥面吊机悬臂架设法施工中不同区域的钢桁梁安装、钢桁梁合龙及钢桁梁提升等施工技术.首、次节梁段采用整体吊装施工,标准梁段及临时铰处梁段采用桁片吊装架设,并在临时铰处设置支撑系统(与钢桁梁铰接);临时铰采用自然合龙,跨中钢桁梁合龙前调整竖向高差及上、下弦合龙口纵向相对偏差(暂不安装合龙口前端永久吊索),合龙时在桥塔处牵引钢桁梁调整纵向偏差;单点提升力大于2400 kN的梁段采用两点提升,其余梁段均采用单点提升.