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Assessing the effects of subgrade frost heave on vehicle dynamic behaviors on high-speed railway

机译:评估路基冻胀对高速铁路车辆动力学行为的影响

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The subgrade frost heave of high-speed railways has an inevitable effect on track irregularly in severely cold regions. To research the influence of the subgrade frost heave on the dynamic behavior of high-speed railway vehicles, a multi-body dynamics rigid vehicle model and the finite element method flexible track model are coupled using the rigid-flexible coupling dynamics method. The typical frost heave deformation is used as the excitation source, and the effects on dynamic behaviors of the wheel/rail system are analyzed considering various conditions of frost heave, slab track stochastic irregularly, and train speed. The calculation results show that subgrade frost heave has a significant influence on the safety index (the vertical wheel/rail force and the wheel load reduction rate) and the stability index (the vertical acceleration of the carbody and the vertical sperling index) of the vehicle. Both the safety index and the stability index increases linearly as the frost heave amplitude grows and decreases nonlinearly as the frost heave wavelength grows. The safety index is more sensitive to the wavelength, while the stability index is more sensitive to the amplitude. The frost heave region that has an amplitude greater than 15 mm and a wavelength of less than 15 m should be focused on more. Compared to the frost heave deformation, the growth of slab track stochastic irregularly has greater influence on the vertical wheel/rail force. The influence on the other vertical indexes are relatively insignificant. Higher train speeds lead to a worse safety and stability index, and slowing down the speed is an effective way to ensure the safe and stable operation of the high-speed vehicle.
机译:高速铁路的路基冻胀在严寒地区不规则地对轨道产生不可避免的影响。为了研究路基冻胀对高速铁路车辆动力学行为的影响,采用刚柔耦合动力学方法耦合了多体动力学刚性车辆模型和有限元方法柔性轨道模型。以典型的冻胀变形为激发源,结合冻胀的各种条件,板条轨道的不规则随机性和列车速度,分析了对轮轨系统动力特性的影响。计算结果表明,路基冻胀对车辆的安全性指标(竖向车轮/钢轨力和车轮负荷降低率)和稳定性指标(车体的垂直加速度和竖向散布指数)有显着影响。 。安全指数和稳定性指数都随着霜冻振幅的增加而线性增加,而随着霜冻波长的增加而非线性地减小。安全指数对波长更敏感,而稳定性指数对振幅更敏感。振幅大于15 mm且波长小于15 m的霜冻区域应更多地关注。与冻胀变形相比,平板轨道不规则的随机增长对竖向轮/轨力的影响更大。对其他垂直指标的影响相对较小。较高的火车速度导致较差的安全性和稳定性指数,并且降低速度是确保高速车辆安全稳定运行的有效方法。

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