Study of the elastically deformed state of a wheel-rail pair with different initial profiles and wear degrees

S. Pasichnyk, N. Bezrukavyi
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引用次数: 1

Abstract

A topical problem for the Ukrainian railway transport is its integration into the world’s transport system. The Ukrainian and the European railways differ in rail track parameters, which complicates railway communication. As shown by international experience, the most promising way to resolve this problem is to use gage-changeable wheelsets, which may be adjusted to different track gages. Besides, the Ukrainian and the EU railways use different wheel and rail profiles, whose shape greatly affects the rail?vehicle interaction. In service, the profile geometry may change significantly due to contacting pair wearing-in, which may result in a number of negative consequences caused by rail and wheel profile mismatch. The aim of this work is to study the effect of the wear-caused change of the initial rail and wheel profiles on the elastically deformed state of wheel?rail pairs for wheelsets operating on 1,520 mm and 1,435 mm gage railways without truck change. Worn wheel and rail profiles were studied by mathematical and computer simulation. The elastically deformed state of a wheel?rail pair was studied by the finite-element method, which allows one to analyze various complex-geometry engineering structures and perform a 3D simulation of physical processes. The interaction of worn wheels and rails with initial profiles used on 1,520 mm and 1,435 mm gage railways was analyzed to give the contact stress distribution over the wheel and rail profile zones for wheel?rail contact pairs theoretically possible in Ukraine?EU railway communication. This made it possible to assess rail?vehicle interaction conditions in Ukraine?EU railway communication without wheelset change. The results of the study of the effect of wheel profile change on the elastically deformed state made it possible to formulate recommendations on the practicability of existing profiles and direct ways to improving the profile geometry of wheelsets operating on 1,520 mm and 1,435 mm gage railways without truck change.
不同初始齿形和磨损程度轮轨副弹性变形状态的研究
乌克兰铁路运输的一个热门问题是它与世界运输系统的融合。乌克兰铁路和欧洲铁路的轨道参数不同,这使铁路通信变得复杂。从国际经验来看,解决这一问题最有希望的方法是使用可调轨距的轮对,它可以调整到不同的轨距。此外,乌克兰和欧盟的铁路使用不同的轮轨轮廓,其形状对铁路的影响很大。车辆的相互作用。在使用中,由于接触副磨损,轮廓几何可能会发生显着变化,这可能会导致钢轨和车轮轮廓不匹配造成的一系列负面后果。本文旨在研究钢轨和车轮初始轮廓的磨损变化对车轮弹性变形状态的影响。在1520毫米和1435毫米轨距铁路上运行的轮对轨对,不需要更换卡车。采用数学和计算机仿真的方法对轮轨磨损轮廓进行了研究。车轮的弹性变形状态?采用有限元方法对钢轨对进行了研究,该方法可以分析各种复杂几何形状的工程结构,并对物理过程进行三维仿真。分析了1,520 mm和1,435 mm轨距铁路上使用的初始轮廓磨损车轮和轨道的相互作用,给出了车轮和轨道轮廓区域的接触应力分布。在乌克兰铁路联系对理论上可行吗?欧盟铁路通讯。这使得评估铁路成为可能。乌克兰的车辆相互作用情况?欧盟铁路通信不改变轮对。研究了车轮廓形变化对弹性变形状态的影响,为现有廓形的实用性提出了建议,并为在不改变货车的情况下改善1520mm和1435 mm轨距铁路上运行的轮对的廓形几何提出了直接的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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