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Running Safety of Articulated Freight Wagon Subjected to Coupler Compressive Force

机译:铰接式货车的铰接式货车行驶安全性

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An articulated freight train and track coupled dynamic model is established, and the detailed mechanical model of the articulated connector is presented. Under the coupler compressive force, the train running safety in the tangential line and the sharp curve is analyzed. The results indicate that there is little influence of the coupler force on the dynamic performance of train travelling in a straight line. The curved track can cause the lateral swing angles in the coupler and articulated connector, resulting in the transmission of the longitudinal compressive force to the wheel-rail forces finally. If the coupler force changes from 0 kN to 1500 kN, the wheelset lateral force, derailment coefficient, and wheel-load reduction rate of the articulated bogie may increase by about 40 kN, 0.14, and 0.13 respectively, when the train negotiates the 300 m radius curve at the speed of 70 km/h. Correspondingly, the index values of the traditional bogie have the increases of 29 kN, 0.08, and 0.13 in sequence. For the 1500 kN coupler force, some indices have exceeded the limit values released in the railway standard.
机译:建立了铰接式货运列车与轨道的耦合动力学模型,并给出了铰接式连接器的详细力学模型。在耦合器的压缩力作用下,分析了列车在切线和尖曲线上的运行安全性。结果表明,耦合力对直线列车的动力性能影响很小。弯曲的轨道会在连接器和铰接式连接器中引起侧向摆动角度,最终导致将纵向压缩力传递到轮轨力。如果耦合器力从0 kN更改为1500 kN,则当火车经过300 m时,铰接转向架的轮对侧向力,脱轨系数和车轮负荷降低率可能分别增加约40 kN,0.14和0.13。速度为70 km / h时的半径曲线。相应地,传统转向架的指标值依次增加了29 kN,0.08和0.13。对于1500 kN的耦合器力,某些指标已超出铁路标准中发布的极限值。

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