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ANALYSIS OF LONGITUDINAL FORCES OF HEAVY HAUL RAILWAY CWR ON A LONG BRIDGE

机译:长桥上重载铁路CWR纵向力分析

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摘要

With the application and popularization of CWR technology, CWR are gradually laid on heavy haul railways in the cold regions.Based on the finite element software ANSYS, considering the interaction between the tracks and bridge, the CWR model on a long bridge was created to calculate the stretching force, the deflection force and braking force on Long CWR bridge.Computational analysis shows that, setting expansion rail joint can effectively reduce the longitudinal forces of CWR on bridge; setting small resistance fasteners reduces the longitudinal force, but it increases the broken gap value of broken rail; stress situation of long CWR Track is very complex, and it needs considering a variety of factors to determine the optimal structure design projects.
机译:随着CWR技术的应用和普及,CWR逐渐在寒冷地区的重载铁路上铺设。基于有限元软件ANSYS,考虑到轨道和桥梁之间​​的相互作用,建立了长桥上的CWR模型以进行计算计算分析表明,设置伸缩轨接头可以有效地减小钢绞线在桥梁上的纵向力。设置较小的阻力紧固件可减小纵向力,但会增加折断的钢轨的折断间隙值;长的CWR轨道的应力情况非常复杂,需要考虑多种因素来确定最佳的结构设计方案。

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