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基于高速列车-桥梁时变系统空间振动分析模型,采用弹性系统动力学总势能不变值原理及形成系统矩阵的“对号入座”法则,建立此系统空间振动方程。运用列车脱轨能量随机分析理论,对天兴洲公铁分建40 m简支梁桥客运线上高速列车在设计车速以内是否脱轨及在不脱轨条件下高速列车走行舒适性进行分析。研究结果表明:该桥上高速列车在300km/h车速以内运行时不会脱轨;高速列车走行舒适性均在良好标准以上;该桥竖向振动加速度满足要求。 相似文献
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双块式无碴轨道高速列车脱轨控制分析 总被引：1，自引：0，他引：1
针对双块式无碴轨道结构特点,提出一种新的双块式无碴轨道空间振动分析模型,进一步建立高速列车一双块式无碴轨道系统空间振动分析方法。然后,基于列车脱轨能量随机分析理论,对高速列车-双块式无碴轨道系统横向振动稳定性及高速列车是否脱轨进行了评判。计算结果表明：高速列车以300km／h速度在双块式无碴轨道上运行时,车轨系统横向振动是稳定的,列车不会脱轨,且具有n=2．143的抗脱轨安全系数。 相似文献
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宁永芳;高广军 《铁道科学与工程学报》2014,11(2):121-124
基于矿山采用传统运人设备,运输效率低的缺点,设计一种轨距为600 mm的载人轨道车,转向架采用U型构架,车辆采用二系悬挂,摇枕能够绕回旋中心转动使车辆能够通过小半径曲线。车体采用低地板设计,转向架支撑车体部位上凹以便于转向架的安装。车辆中心高度为486 mm。动力学仿真结果表明：在直线上运行速度为45 km/h时,该车辆具有优异的动力学性能,能够安全通过半径为50 m的小半径曲线。 相似文献
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针对高速列车的动力学性能评价标准中所涉及的评价内容、评价方法、评价指标及限值展开综述,围绕蛇行运动稳定性、脱轨安全性和运行平稳性展开标准分析和对比,包括ISO系列、UIC系列、EN系列、TSI系列、FRA系列、APTA系列和中国国标等法律规范、行业标准、技术规范等,指出不足或改进建议; 对具有代表性的动力学标准进行详细对比,包括新旧版本国标《机车车辆动力学性能评定及试验鉴定规范》(GB/T 5599)、国际铁路联盟Testing and Approval of Railway Vehicles from the Point of View of Their Dynamic Behaviour—Safety—Track Fatigue—Running Behaviour (UIC 518)、俄罗斯Railway Multiple Units—Durability and Dynamics Requirements (GOST/R 55495)等; 对北美FRA和APTA系列标准规定的理想轨道激励下动态响应、准静态性能评价方法等进行应用示范。研究结果表明：蛇行运动稳定性均通过构架横向加速度、构架力或轮轨力进行评判,而数值仿真、台架和线路试验需选择对应适用的方法; 结合现阶段中国高速列车的长期服役动力学性能,若列车以400 km·h-1及以上速度运行时,建议加速度滤波带宽仍采用0.5~10.0 Hz,幅值限值建议7 Hz以内为8 m·s-2,而7~9 Hz放宽至10 m·s-2,并持续10次、2 s或100 m; 针对爬轨脱轨安全性评估,现有标准均基于轮轨力和车轮抬升量进行动态和静态评判,但在指标限值、持续作用时间或运行距离上存在差异,建议采用车轮脱轨系数和轮重减载率的联合评判方法; 新版GB/T 5599删除了倾覆系数和轮轨横向力指标,放宽了轮重减载率限值,轮轴横向力限值维持不变; GOST/R 55495评价方法不区分车辆类型,采用构架力而非轮轨力对运行安全性进行评价,横垂向平稳性指标计算时采用相同的频域加权,且低频段加权带宽及幅值显著比GB/T 5599大,不对平稳性指标进行分级评价; 复兴号CR400BF动车组的运行安全性指标和平稳性指标同时满足GB/T 5599和GOST/R 55495标准要求; 采用北美标准对某160 km·h-1客车进行理想轨道激励下动态响应分析,8类不平顺激扰中的重复高低和单次高低不平顺工况较为恶劣,6个评价指标中的轮重减载率和车体垂向加速度容易超限。 相似文献
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根据轮轨空间动态耦合关系, 提出了一种根据轮轨接触点位置进行脱轨评定的直接方法, 可用于对机车车辆动力学安全性分析评价。阐述了通过轮轨接触点进行脱轨评判的原理和采用此方法的优点。作为例子, 运用货车-轨道空间耦合模型, 对C62A货车曲线通过进行了脱轨仿真计算。仿真结果表明, 在仿真计算时采用此方法非常行之有效, 评判直观、可靠。 相似文献
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Tao Zhu Bao-zhu Yang Chao Yang Shou-ne Xiao Guang-wu Yang Bin Yang 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2018,56(9):1375-1393
A mechanical model of the coupler and draft gear was established to study the mechanism during an intercity train collision. The model includes four rigid bodies, one spherical joint, two nonlinear torsion spring units and two nonlinear hysteresis units. Simulation and test results show that the axial characteristics of the model are reasonable and the model can reasonably simulate the pitching movement of the coupler. The influence of the coupler and draft gear on the collision behaviour of the train is analysed considering a four-section intercity train. The results show that during the collision process, the amount of compression of the middle coupler is an important factor influencing the pitching deflection angle. The pitching motion posture of the coupler changes with the initial pitching deflection angle, but the initial pitching deflection angle has little effect on its yawing deflection angle. When the pitching angle of the middle coupler is elevated, as the elevation angle increases, the derailment risk of the ‘A’ end bogie of the previous vehicle increases, whereas the risk of derailment of the ‘B’ end bogie of the subsequent vehicle decreases. When the pitching angle of the middle coupler is depressed, the derailment trends for the front and rear bogies exhibit the opposite trend from that of the elevation angle. As the train collision speed increases, the pitching motion of the middle coupler is limited to forcing a yawing motion, causing the yawing deflection angle to increase sharply, which causes the wheel–rail lateral force to increase rapidly. From this, the derailment risk of the bogie increases, which further causes large displacement lateral buckling of the train. An anti-lateral buckling device can limit the yawing deflection angle of the middle coupler, preventing lateral buckling from large displacement and decreasing the risk of derailment. 相似文献
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Lirong Guo Jianhui Lin Bing Zhang Zaigang Chen Xinwu Song 《Vehicle System Dynamics: International Journal of Vehicle Mechanics and Mobility》2016,54(7):943-962
Prevention of train from derailment is the most important issue for the railway system. Keeping derailed vehicle close to the track centreline is beneficial to minimise the severe consequences associated with derailments. In this paper, the post-derailment safety measures are studied based on low-speed derailment tests. Post-derailment devices can prevent deviation of the train from the rail by catching the rail, and they are mounted under the axle box. Considering the different structures of vehicles, both trailer and motor vehicles are equipped with the safety device and then separately used in low-speed derailment tests. In derailment tests, two kinds of track, namely the CRTS-I slab ballastless track and the CRTS-II bi-block sleeper ballastless track, are adopted to investigate the effect of the track types on the derailment. In addition, the derailment speed and the weight of the derailed vehicle are also taken into account in derailment tests. The test results indicate that the post-derailment movement of the vehicle includes running and bounce. Reducing the derailment speed and increasing the weight of the head of the train are helpful to reduce the possibility for derailments. For the CRTS-I slab ballastless track, the safety device can prevent trailer vehicles from deviating from the track centreline. The gearbox plays an important role in controlling the lateral displacement of motor vehicle after a derailment while the safety device contributes less to keep derailed motor vehicles on the track centreline. The lateral distance between the safety device and rails should be larger than 181.5?mm for protecting the fasteners system. And for the CRTS-II bi-block sleeper ballastless track, it helps to decrease the post-derailment distance due to the longitudinal impacts with sleepers. It can also restrict the lateral movement of derailed vehicle due to the high shoulders. The results suggest that, CRTS-II bi-block sleeper ballastless track should be widely used in derailment prone areas. 相似文献
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建立了非对称车辆/轨道耦合动力学模型, 分析轨道扣件失效对车辆动态脱轨的影响, 考虑离散轨枕支承对车辆/轨道耦合作用的影响, 通过假设轨道系统刚度沿纵向分布发生突变来模拟扣件组失效状态, 推导了考虑钢轨横向和垂向以及扭转运动的轮轨滚动接触蠕滑率计算公式, 利用Hertz法向接触理论和沈氏蠕滑理论计算轮轨法向力及轮轨滚动接触蠕滑力, 采用新型显式积分法求解车辆/轨道耦合动力学系统运动方程, 通过数值分析计算, 得到轮轨横垂向力之比、轮重减载率、脱轨危险状态的持续时间和轮对踏面上轮轨接触点位置的变化。连续5个钢轨扣件不同程度失效对列车动态脱轨的影响的数值模拟结果表明, 如果失效因子从0.8增大到1.0, 即钢轨扣件经历从接近完全松脱到完全松脱, 钢轨扣件失效对列车动态脱轨影响呈指数规律。 相似文献
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C62货车是中国的主型货车, 对其进行脱轨安全性研究对确保铁路安全生产有十分重要的意义。利用机车车辆系统动态仿真软件, 建立C62货车的动力学计算模型, 分析该车在直线上的蛇行运动稳定性及曲线上的通过性能, 并着重分析了C62货车装载不合理对行车安全的影响。 相似文献