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981.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(10):955-973
A loaded freight vehicle with two three-piece bogies is modelled using the accessible mathematical software MATLAB. The results are compared with its corresponding ADAMS/Rail dynamic multibody simulation model, where similar derailment factors are encountered for the freight vehicle. Both models reveal that the possibility of derailment increases immediately after entering and at the end of the curve – signifying the beginning and the end of the curve as two major points for derailment. Although a three-piece bogie construction is rather simple, its mathematical model proves to be very complex and is nonlinear due to the reported frictional contact at the rail/wheel interface as well as the friction wedges. This research is stimulated by bogie derailments that have occurred in the Iranian railways as well as those in the rest of the world. 相似文献
982.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(11):1573-1600
ABSTRACTThe equivalent spring and damper are often used to simplify the dynamic analysis of a nonlinear full-vehicle model. Clearly, those rates are strongly influenced by the kinematics of a suspension mechanism. This paper presents a new approach to the identification of the equivalent suspension and damping rates. The suspension is considered as a 1-degree-of-freedom (DOF) spatial parallel mechanism. The instantaneous kinestatic relations of the 1-DOF spatial parallel mechanism can be described using the theory of screws. The process of identification of the rates involves three steps: first, the joint positions of the suspension are found from the displacement analysis of the suspension mechanism. Second, the motion of each wheel of four suspension mechanisms is represented by the corresponding instantaneous screw at any instant. Third, the equivalent suspension and damping rates are determined from the kinestatic relations of the instantaneous screw. These rates are used for the dynamic analysis of the nonlinear full-vehicle model consisting of two pairs of the front (double-wishbone) and rear (multi-link) suspensions. Two dynamic behaviours of a car are analysed and compared with the simulation utilising the Adams/View software. 相似文献
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钢丝螺套技术是一种特殊的连接紧固技术,可有效改善螺栓的连接条件。文章介绍了钢丝螺套技术的特点,着重探讨了钢丝螺套在电力机车铝合金顶盖、电机吊座等部件上的应用。 相似文献
987.
《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2012,50(9):1455-1476
The ride dynamic characteristics of a novel torsio-elastic suspension for off-road vehicle applications are investigated through field measurements and simulations. A prototype suspension was realised and integrated within the rear axle of a forestry skidder for field evaluations. Field measurements were performed on forestry terrains at a constant forward speed of 5 km/h under the loaded and unloaded conditions, and the ride responses were acquired in terms of accelerations along the vertical, lateral, roll, longitudinal and pitch axes. The measurements were also performed on a conventional skidder to investigate the relative ride performance potentials of the proposed suspension. The results revealed that the proposed suspension could yield significant reductions in magnitudes of transmitted vibration to the operator seat. Compared with the unsuspended vehicle, the prototype suspended vehicle resulted in nearly 35%, 43% and 57% reductions in the frequency-weighted rms accelerations along the x-, y- and z-axis, respectively. A 13-degree-of-freedom ride dynamic model of the vehicle with rear-axle torsio-elastic suspension was subsequently derived and validated in order to study the sensitivity of the ride responses to suspension parameters. Optimal suspension parameters were identified using the Pareto technique based on the genetic algorithm to obtain minimal un-weighted and frequency-weighted rms acceleration responses. The optimal solutions resulted in further reduction in the pitch acceleration in the order of 20%, while the reductions in roll and vertical accelerations ranged from 3.5 to 6%. 相似文献
988.
为了研究自锚式悬索桥的地震响应规律,首先根据桥址场地特征确定目标反应谱;其次基于傅里叶变换和小波函数法得到与目标谱一致的人工合成地震动;最后将人工合成地震动作为悬索桥有限元模型中地震动输入,基于非线性有限元软件SAP2000进行非线性动力时程响应分析.结果 表明:桥塔塔底的弯矩和剪力响应大小与相邻跨的桥墩数量相关,桥墩数越多,桥塔的弯矩和剪力越大(增幅超5%);不同桥塔顶部位移响应规律相似,但极值处的大小和相邻跨的桥墩数相关.相邻桥墩数量多的1号塔位移最大值比2号塔的位移最大值小0.44%.即塔桥相邻的桥墩数量越多,其内力响应越大,位移响应越小.使用的优化人工地震波对应的反应谱与设计反应谱的最大误差为9%.此研究结论可为大跨度悬索桥的抗震设计提供参考. 相似文献
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