"长安之星"微型客车车架刚度研究

通过试验和数值模拟，反求“长安之星”车架结构的弯曲和扭转刚度，建立了适用于“长安之星”车架结构的弯曲和扭转刚度测试的试验台，对其弯曲和扭转刚度进行了试验研究。在试验基础上，模拟了刚度测试过程中的约束和加载条件，进行了车架结构刚度的有限元分析。计算和试验结果的对比表明，二者吻合得较好。该研究结果为同类车型开发、改型及优化设计提供了技术手段和依据。     

约束扭转对汽车车架模态的影响

本文通过三种典型车架模态的实验和计算研究,探讨了约束扭转对汽车车架各阶模态的影响。结果表明:约束扭转对扭转模态影响较大,在研究开口薄壁结构的车架模态时,必需考虑约束扭转的影响,一阶扭转模态对横梁刚度的变化十分敏感。     

FSC赛车车架强度

为了保证赛车车架的强度及刚度符合大学生方程式赛车比赛的规则以及赛车的加速、操控及安全性能要求,在CATIA中建立车架三维模型,将几何模型导入ANSYS Workbench中建立车架的有限元模型并进行有限元分析,计算出赛车车架在静态、弯曲、制动及转弯工况下的强度以及车架的扭转和弯曲刚度.在理论上保证了赛车车架的安全性要求,实际做出的车架最终安全地完成了2013年的中国大学生方程式汽车大赛.     

货车车架的有限元分析及车厢对其性能的影响

车架的受力比较复杂，货厢与车架的连接对车架的刚度和强度也会造成一定的影响。通过CAE分析可以全面了解车架各部件对整体刚度的影响并对其进行优化设计，以保证车架具有足够的刚度满足结构安装的需要以及具有一定的柔度以满足良好的行驶性能的需要。对某中型载货汽车车架进行了弯曲工况和一轮悬空(扭转)情况下的强度与刚度分析。     

车架梁截面形状对刚度的影响

通过设计、仿真、实验,探索车架纵梁、横梁截面尺寸和截面形状对车架弯曲扭转刚度的影响,并从理论上进行分析,给出理论依据,最终给出了增加车架弯扭刚度的具体方法。     

汽车车架设计计算的有限元法

本文用有限元法的原理,考虑到汽车车架是由“短”的薄壁杆件构成的空间板架受弯曲和扭转联合载荷的特点.在位移法基本方程中引入了薄壁杆件约束扭转双力矩和断面翘曲变形,得出了薄壁结构考虑约束扭转时位移法矩阵方程。并用TQ—16电子计算机自动化语言编制出全部求解通用程序。通过对CA—10B 等多种车架的计算实践和试验说明:本方法计算与试验的结果基本相符。本文附有QYYJ—1程序,是专门为边梁式汽车车架刚度和应力分析编写的通用程序,适用于各种结构的车架进行实际计算,也可用于其它薄壁板架结构。     

轻型商用车车架刚度及疲劳试验研究

车架是汽车的主要承载部件,其刚度和疲劳强度性能对整车性能影响重大。文章对某轻型商用车车架的弯曲、扭转刚度及弯曲、扭转疲劳试验进行了研究。建立了轻型商用车车架弯曲、扭转刚度和疲劳强度试验台,并进行了单激振点集中加载方式的弯曲、扭转刚度试验及其疲劳试验。车架在扭转疲劳试验时出现焊缝开裂现象,经分析是由焊接质量差造成的,并据此提出了改进措施。本试验结果为车架产品开发和设计改进提供了有效的依据,并为同类产品的设计开发验证提供了有效的途径,最后探讨了基于道路载荷谱的多激振点的谱加载车架疲劳试验方法。     

基于相对灵敏度的轻卡车架轻量化研究

运用hypermesh软件建立某型轻卡车架有限元模型,利用模态试验验证了有限元模型的准确性。分析了车架在弯曲和扭转工况下的等效应力、变形及模态频率,计算了该模型的车架质量和扭转工况下最大应力灵敏度,并提出相对灵敏度绝对值较大的组件的厚度作为轻量化设计变量,在保证一定的强度、刚度条件下,按照高刚度、轻质量的要求对车架组件进行厚度修改,实现车架轻量化。     

车架刚度及模态的有限元分析与优化

建立某概念设计阶段的车架有限元模型，利用工程分析软件ANSYS6．1计算出其前五阶固有频率、振型及弯曲和扭转刚度；以总质量为目标，在动静刚度许可的范围内对其纵横梁的截面尺寸进行优化设计。     

商用车车架弯曲刚度研究

商用车由于使用用途、承载等设计参数的不同,再考虑到成本、重量等因素,车架的弯曲刚度要与设计目的匹配在一定的合理范围内,文章针对这一"合理范围"进行研究讨论。从梁的弯曲理论,到实际车架的弯曲刚度理论推导及有限元方法边界条件的验证,最后讨论了"轴距-弯曲刚度"及"整备质量-弯曲刚度"统计图的应用。结果表明,目前应用的车架有限元弯曲刚度计算的边界条件是合理的,通过对不同车型的车架弯曲刚度进行有限元分析结果的数据统计形成"轴距-弯曲刚度"及"整备质量-弯曲刚度"图,能够形成整车设计指标数据,为车架前期设计提供数据支持。     

双横臂扭杆弹簧悬架系统空间结构非线性特性的建模与分析

利用空问解析几何方法,建立了考虑导向杆件、弹性元件和阻尼元件的空间结构、空间姿态和空间尺寸的具有三维空间结构的转向轮的双横臂扭杆弹簧悬架系统的数学模型,研究该悬架的空间结构非线性阻尼和非线性刚度特性.分析结果表明:该悬架系统的等效阻尼和等效刚度具有明显的空间结构非线性特征.     

轿车白车身弯扭刚度试验和仿真对比

静刚度在评价汽车安全性与舒适性方面具有举足轻重的作用,白车身刚度试验和仿真是获取刚度参数值的有效手段。文章论述了轿车白车身静态弯曲和扭转刚度试验,并综合考虑对白车身刚度影响的区域,对比分析了不同加载工况下的试验和仿真计算结果,表明弯曲和扭转刚度及门窗调扣变形试验和仿真数据能定量分析车身重要部位的强度,为提出加强或减弱结构的有效措施提供了依据。     

某货车驾驶室静刚度试验与分析（续完）

针对某型货车驾驶室,建立了该驾驶室白车身静刚度测试系统。试验和分析结果表明,该测试系统方案合理有效,试验数据重复性和对称性好。通过测试分析该驾驶室扭转和弯曲刚度,得以了驾驶室扭转和弯曲工况下各测点的变形情况和静刚度特征,为该驾驶室的研发建立了基础数据。     

车身薄壁梁结构刚度特性的仿真研究

将车身薄壁梁截面参数对其弯曲刚度和扭转刚度的影响进行定量分析和性能优化意义重大.以车身薄壁梁的刚度质量系数SME作为评价指标,通过对典型闭口和开口截面梁的分析,得到了薄壁梁截面参数与SME的解析表达式.利用HyperMesh软件进行有限元仿真计算,对定量化表述的理论公式进行了验证,并提出基于刚度特性优化的薄壁梁截面设计...     

Shape optimization of a torsion beam axle for improving vehicle handling performance

In this study, shape optimization was conducted for a vehicle’s rear suspension torsion beam to improve its dynamic handling performance. To determine the design variables affecting the vehicle roll characteristics, a sensitivity analysis was conducted using the result of a Taguchi experiment with 6 factors in 8 runs. The upper and lower-flange lengths and web thickness of the torsion beam section, as well as the vertical height difference between the inner and outer of torsion beams, were determined as design variables through sensitivity analysis of the opposite wheel travel test for optimization of the torsion beam axle. The Box–Behnken experimental design with 4 factors and 27 runs was performed using the selected design variables and by performing opposite wheel travel analysis according to the experimental design, and the response surface functions of the roll stiffness, roll steer coefficient, roll center height, and mass of the torsion beam were generated. Using these response functions, shape optimization was conducted for the torsion beam of the rear suspension system. Dynamic performance analysis was performed by applying the optimized H-shaped torsion beam to the rear suspension of the vehicle dynamics model, and it was validated that the dynamic response performance of the optimized vehicle was improved.     

Dynamic vehicle–track interaction in switches and crossings and the influence of rail pad stiffness – field measurements and validation of a simulation model

A model for simulation of dynamic interaction between a railway vehicle and a turnout (switch and crossing, S&C) is validated versus field measurements. In particular, the implementation and accuracy of viscously damped track models with different complexities are assessed. The validation data come from full-scale field measurements of dynamic track stiffness and wheel–rail contact forces in a demonstrator turnout that was installed as part of the INNOTRACK project with funding from the European Union Sixth Framework Programme. Vertical track stiffness at nominal wheel loads, in the frequency range up to 20?Hz, was measured using a rolling stiffness measurement vehicle (RSMV). Vertical and lateral wheel–rail contact forces were measured by an instrumented wheel set mounted in a freight car featuring Y25 bogies. The measurements were performed for traffic in both the through and diverging routes, and in the facing and trailing moves. The full set of test runs was repeated with different types of rail pad to investigate the influence of rail pad stiffness on track stiffness and contact forces. It is concluded that impact loads on the crossing can be reduced by using more resilient rail pads. To allow for vehicle dynamics simulations at low computational cost, the track models are discretised space-variant mass–spring–damper models that are moving with each wheel set of the vehicle model. Acceptable agreement between simulated and measured vertical contact forces at the crossing can be obtained when the standard GENSYS track model is extended with one ballast/subgrade mass under each rail. This model can be tuned to capture the large phase delay in dynamic track stiffness at low frequencies, as measured by the RSMV, while remaining sufficiently resilient at higher frequencies.     

双横臂扭杆悬架的特性分析及设计计算

采用复数法分析了双横臂扭杆悬架的运动特性，并建立了整套设计计算方法，其中包括主销内倾角、车轮外倾角、轮距、悬架中心和侧倾中心以及悬架刚度等参数随车轮载荷变化的关系特性。     

不同宽度轮辋对轮胎静刚度特性影响的试验分析

针对同一轮胎(205/55R16)安装不同宽度轮辋(6J,61/2J)进行了静态试验研究,分析比较了不同宽度轮辋对轮胎静力学特性的影响。试验结果表明,宽轮辋轮胎的垂直刚度、侧向刚度和纵向刚度均高于窄轮辋轮胎的相应值;而窄轮辋轮胎的扭转刚度大于宽轮辋轮胎的扭转刚度。     

ANSYS在东风EQ140汽车车架刚度分析中的应用

应用ANSYS软件,完成了东风EQ140型汽车车架的刚度分析过程。通过建模、加载、解算及后处理等一系列步骤获得车架的扭转变形及应力,揭示出车架横梁在后桥支撑点存在扭转变形最大的问题,为车架的优化设计提供了重要依据。     

On vehicle/track impact at connection between a floating slab and ballasted track and floating slab track's effectiveness of force isolation

When a vehicle runs over the connection between a floating slab track (FST) and ballasted track, wheel/rail impact may occur because of the stiffness difference in the two kinds of track, and thus a transition sector is usually included at the connection to smoothen the stiffness change. This phenomenon is studied by numerical simulation using a time-domain model for an idealised case without such a transition to determine whether it is actually necessary. Calculation results show that the wheel/rail impact load is moderate for a light FST and increases with the vehicle speed or decreasing the natural frequency of the FST. From simulation the wheel/rail parametric excitation is observed, as a result of variation in the stiffness of the FST with the period of the single slab length. The wheel/rail load due to the parametric excitation also increases with the vehicle speed. In addition, good performance of vibration isolation can be seen for the FST in terms of the force transmitted to the infrastructure.