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首页> 外文期刊>Fatigue & Fracture of Engineering Materials & Structures >Rolling contact fatigue cracking in rails subjected to in-service loading
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Rolling contact fatigue cracking in rails subjected to in-service loading

机译:在使用载荷下钢轨的滚动接触疲劳裂纹

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摘要

Rolling contact fatigue (RCF) is one of the most important failure mechanisms in rails with significant cost- and safety-related implications on the operation of railway systems. In this work, a metallurgical analysis of RCF crack initiation and propagation, including geometrical characteristics of RCF cracks - length, depth from surface, angle of propagation and spacing between cracks, is presented. The role of proeutectoid ferrite in crack initiation has been studied. Analysis of the fracture surface of an RCF crack revealed a ductile initiation zone followed by a quasi-cleavage crack propagation. Iron oxide formed in the interior of all cracks in rails exposed to stagnant water with implications to crack propagation rate because of crack closure effects. Sequential sectioning parallel to the rolling surface revealed that RCF cracks possess convoluted surfaces. The crack trace expands with depth from the rolling surface. Subsurface crack initiation has also been documented.
机译:滚动接触疲劳(RCF)是铁路中最重要的故障机制之一,对铁路系统的运营具有重大的成本和安全性影响。在这项工作中,对RCF裂纹的萌生和扩展进行了冶金分析,包括RCF裂纹的几何特征-长度,距表面的深度,扩展角度和裂纹间距。研究了共析铁素体在裂纹萌生中的作用。对RCF裂纹的断裂表面进行分析后发现,其延展性起始区域随后出现准裂解裂纹扩展。暴露于积水的钢轨中所有裂纹的内部均会形成氧化铁,这是由于裂纹闭合效应而影响裂纹扩展速率的。平行于滚动表面的连续截面显示,RCF裂纹具有回旋表面。裂纹痕迹从滚动表面开始随着深度而扩展。还记录了地下裂纹的萌生。

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