Microstructural investigation into the damage mechanism of short pitch rail corrugation

IF 5.7 2区 工程技术 Q1 ENGINEERING, MECHANICAL Engineering Failure Analysis Pub Date : 2025-06-01 Epub Date: 2025-03-08 DOI:10.1016/j.engfailanal.2025.109512
Pan Zhang, Shaoguang Li, Fang Ren, Omid Hajizad, Rolf Dollevoet, Zili Li
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Abstract

Short pitch corrugation is a typical rail defect that lacks a thorough understanding and adequate root-cause solutions. This paper aims to identify the damage mechanism of short pitch corrugation through a microstructural analysis of a field rail sample. This sample made of R260Mn pearlitic steel was taken from a straight section of the Dutch railway network, and its geometry and surface hardness variation along the corrugation were measured and analyzed. Eleven specimens, including both corrugated and non-corrugated zones, were sectioned from the rail sample and continuously examined using light optical microscopy, scanning electron microscopy and micro-hardness testing. The results indicate that the corrugation damage mechanism can be categorized into three stages: (1) pre-corrugation, characterized by uniform wear and plastic deformation; (2) corrugation initiation, dominated by differential wear; and (3) corrugation growth, involving both differential wear and plastic deformation accumulation. The initiation and growth of corrugation both contribute to an inhomogeneous distribution of plastic deformation layer (PDL) in the rail subsurface, which follows an approximately sinusoidal pattern, matching the corrugation geometry in both wavelength and phase. Consequently, the hardness also varies in phase with the corrugation geometry, with higher hardness values at corrugation peaks. In the non-corrugation zone, the PDL and hardness show relatively small and irregular fluctuations. This study also provides meaningful insights into rail grinding, suggesting that grinding should account for differential PDL thickness to prevent corrugation reoccurrence due to subsurface material inhomogeneity.
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短节距钢轨波纹损伤机理的显微组织研究
短节距波纹是一种典型的钢轨缺陷,缺乏全面的认识和充分的根本原因解决方案。通过对现场钢轨试样的微观结构分析,探讨了短节距波纹的损伤机理。本文采用R260Mn珠光体钢,对荷兰铁路直线段试样进行了几何形状和表面硬度沿波纹线的变化测量和分析。11个试样,包括波纹区和非波纹区,从轨道样品中切片,并使用光学显微镜,扫描电子显微镜和显微硬度测试进行连续检查。结果表明:波纹损伤机制可分为3个阶段:(1)以均匀磨损和塑性变形为特征的预波纹阶段;(2)以差动磨损为主的波纹起磨;(3)波纹生长,包括差异磨损和塑性变形积累。波纹的产生和生长都导致了钢轨次表面塑性变形层(PDL)的不均匀分布,PDL遵循近似正弦模式,在波长和相位上都与波纹几何形状相匹配。因此,硬度也随波纹几何形状而变化,在波纹峰处硬度值较高。在非波纹区,PDL和硬度表现出较小的不规则波动。该研究还为钢轨磨削提供了有意义的见解,表明磨削应考虑到PDL厚度的差异,以防止由于地下材料不均匀性而再次发生波纹。
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来源期刊
Engineering Failure Analysis
Engineering Failure Analysis 工程技术-材料科学:表征与测试
CiteScore
7.70
自引率
20.00%
发文量
956
审稿时长
47 days
期刊介绍: Engineering Failure Analysis publishes research papers describing the analysis of engineering failures and related studies. Papers relating to the structure, properties and behaviour of engineering materials are encouraged, particularly those which also involve the detailed application of materials parameters to problems in engineering structures, components and design. In addition to the area of materials engineering, the interacting fields of mechanical, manufacturing, aeronautical, civil, chemical, corrosion and design engineering are considered relevant. Activity should be directed at analysing engineering failures and carrying out research to help reduce the incidences of failures and to extend the operating horizons of engineering materials. Emphasis is placed on the mechanical properties of materials and their behaviour when influenced by structure, process and environment. Metallic, polymeric, ceramic and natural materials are all included and the application of these materials to real engineering situations should be emphasised. The use of a case-study based approach is also encouraged. Engineering Failure Analysis provides essential reference material and critical feedback into the design process thereby contributing to the prevention of engineering failures in the future. All submissions will be subject to peer review from leading experts in the field.
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