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Surface layer structure degradation of rails in prolonged operation

机译:长时间运行的钢轨表面层结构退化

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摘要

By methods of optical, scanning and transmission electron microscopy and microhardness measurement the transformation regularities of structure-phase states, defect substructure, fracture surface and mechanical properties of rail surface layer up to 10 mm deep in process of long-term operation (passed tonnage of gross weight 1000 mln. tons) were revealed. According to the character of fracture and level of structure imperfection the three layers were detected: surface, transition and boundary ones. It has been shown that the surface layer ~20 m in thickness has a multiphase, submicro- and nanocrystalline structure and it contains micropores and microcracks. The increased density of bend extinction contours at 2 mm depth from the tread contact surface was noted, and it was shown that the maximum amplitude of stress fields was formed on the interphase boundary the globular cementite particle Cmatrix. The evaluation of stress fields was done.
机译:通过光学,扫描和透射电子显微镜以及显微硬度测量的方法,在长期运行过程中(经过处理的吨位),深达10 mm的钢轨表面层的结构相态,缺陷亚结构,断裂表面和力学性能的转变规律。总重量达到1000万吨。根据裂缝的特征和结构缺陷的程度,检测出三层:表面层,过渡层和边界层。已经表明,厚度约20 m的表面层具有多相,亚微晶和纳米晶结构,并且包含微孔和微裂纹。注意到距胎面接触表面2 mm深度处的弯曲消光轮廓线密度增加,并且显示出应力场的最大振幅形成在球状渗碳体颗粒Cmatrix的相间边界上。评估了应力场。

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