基于虚拟样机的空气悬架大客车平顺性仿真分析

以空气悬架大客车为研究对象,采用多体系统动力学的理论方法,建立某型客车的虚拟样机仿真模型,并进行平顺性仿真。最后测试车身上相应位置的加速度值,对模型进行验证。     

7m长发动机后置独立后悬客车底盘

介绍一种全新的7m长发动机后置客车底盘及其主要配置、结构和性能参数等。该底盘采用独立悬架断开式驱动桥,解决了中型客车发动机后置困难、振动噪声大等问题。     

四气囊空气悬架导向机构设计及故障分析

介绍后空气悬架四连杆导向机构的不同布置形式对悬架运动特性的影响。以国内某车型驱动桥空气悬架为例,对后桥移位原因进行分析,得出推力杆球铰的刚度大小不是后桥移位的主因,后桥移位主要与推力杆的安装座移位以及骑马螺栓松动有关的结论。     

汽车半主动悬架性能的联合仿真分析

为分析半主动悬架对汽车性能的影响,文章对半主动悬架的性能进行了仿真分析。首先在ADAMS／View开发环境中建立1/4汽车悬架模型;然后基于MATLAB／Simulink设置模糊控制规则,对半主动悬架进行模糊控制,并模拟出随机路面输入信号;最后利用ADAMS／Control模块将ADAMS和MATLAB／Simulink悬架模型联合起来进行仿真,与被动悬架进行了对比分析．可以看出,模糊控制下的半主动悬架舒适性更高,行驶安全性和操纵稳定性更好。联合仿真结果表明,半主动悬架的舒适性和平顺性均优于被动悬架。     

桥面板对悬索桥钢管桁架梁受力的影响研究

以重庆市某钢管桁架梁悬索桥为工程实例,对按照截面特性计算、Midas/civil建模计算和荷载试验3种方法得到的中性轴y值进行对比分析,研究桥面板是否参与受力及对悬索桥钢管桁架梁受力的影响.结果表明,在活载作用下,主梁下挠时,局部桥面板会与桁架梁共同抗弯,使得主梁整体中性轴上移,上弦杆应力大幅度减小,下弦杆应力大幅度增...     

Improving crosswind stability of fast rail vehicles using active secondary suspension

Rail vehicles are today increasingly equipped with active suspension systems for ride comfort purposes. In this paper, it is studied whether these often powerful systems also can be used to improve crosswind stability. A fast rail vehicle equipped with active secondary suspension for ride comfort purposes is exposed to crosswind loads during curve negotiation. For high crosswind loads, the active secondary suspension is used to reduce the impact of crosswind on the vehicle. The control input is taken from the primary vertical suspension deflection. Three different control cases are studied and compared with the only comfort-oriented active secondary suspension and a passive secondary suspension. The application of active secondary suspension resulted in significantly improved crosswind stability.     

Heavy vehicle pitch dynamics and suspension tuning. Part I: unconnected suspension

The influence of suspension tuning of passenger cars on bounce and pitch ride performance has been explored in a number of studies, while only minimal efforts have been made for establishing similar rules for heavy vehicles. This study aims to explore pitch dynamics and suspension tunings of a two-axle heavy vehicle with unconnected suspension, which could also provide valuable information for heavy vehicles with coupled suspensions. Based on a generalised pitch-plane model of a two-axle heavy vehicle integrating either unconnected or coupled suspension, three dimensionless measures of suspension properties are defined and analysed—namely the pitch margin (PM), pitch stiffness ratio (PSR), and coupled pitch stiffness ratio (CPSR)—for different unconnected suspension tunings and load conditions. Dynamic responses of the vehicle with three different load conditions and five different tunings of the unconnected suspension are obtained under excitations arising from three different random road roughness conditions and a wide range of driving speeds, and braking manoeuvres. The responses are evaluated in terms of performance measures related to vertical and pitch ride, dynamic tyre load, suspension travel, and pitch-attitude control characteristics of the vehicle. Fundamental relationships between the vehicle responses and the proposed suspension measures (PM, PSR, and CPSR) are established, based on which some basic suspension tuning rules for heavy vehicles with unconnected suspensions are also proposed.     

Motorcycle suspension design using matrix inequalities and passivity constraints

This paper presents a design methodology for the suspension system of a novel aerodynamically efficient motorcycle. Since the machine’s layout and the rider’s seating position are unconventional, several aspects of the machine design, including the suspension, must be reviewed afresh. The design process is based on matrix inequalities that are used to optimise a road-grip objective function – others could be used equally well. The design problem is cast as the minimisation of an H ₂ cost with passivity constraints imposed on the suspension transference. The resulting bilinear matrix inequality problem is solved using a locally optimal iterative algorithm. The matrix inequality-type characterisation of positive real functions permits the optimisation of the suspension system over an entire class of passive admittances. Torsional springs, dampers and inerters are then used to construct networks corresponding to the optimal (positive real) admittances. Networks of first, second, third and fourth orders are considered, and an argument based on the compromise between complexity and improved grip is made for the most suitable suspension configuration. Finally, the effects of improved road grip on the stability of the vehicle’s lateral dynamics are analysed.     

多跨悬索桥中塔纵向刚度研究

为了研究多跨悬索桥中塔纵桥向刚度,将主缆对桥塔的约束等效为弹簧,选定主缆及加劲梁的位移模式,通过虚功原理推导了主缆对中塔纵向弹簧约束刚度的表达式,建立有限元模型对公式进行验证,并与已有公式进行了对比。研究结果表明：弹簧刚度仅与主缆垂跨比及单位长度桥重有关,且与单位长度桥重呈线性关系,而受垂跨比影响较大;垂跨比减小时,主缆弹簧刚度迅速增大;推导得出的公式精度高,可以为初步设计阶段各参数的合理取值提供理论依据。     

单塔空间索面自锚式悬索桥悬吊结构安装与体系转换

天津富民桥主桥为单塔空间索面自锚式悬索桥,该桥体系转换是通过对吊索进行3轮循环张拉与几轮循环索力调整来完成,主要介绍悬吊结构(索夹与吊索)安装及体系转换技术.