Abstract

Abstract It has been shown by the methods of physical material science that long-term operation of rails is accompanied by the formation of the gradient structural constituents consisting in the regular change in relative content of lamellar pearlite, fractured pearlite and structure of ferrite-carbide mixture in cross-selection of rail head. As the distance to the surface of rails increases the relative content of metal volume with the structure of lamellar pearlite decreases and that with the structure of fractured pearlite and ferrite-carbide mixture increases. It has been established that the characteristic feature of ferrite-carbide mixture structure is a nanodimentional range of grains, subgrains and particles of the carbide phase forming it. The dimension of grains and subgrains forming the given type of structure varies within the limits of 40-70 nm. The size of carbide phase particles located along the boundaries of grains and subgrains varies within the limits of 8-20 nm.

Highlights

  • The processes of formation and evolution of structural phase states and properties of rail surface layers in long‐term operation is a complex system of interrelated scientific and technical problems

  • It has been established that the rail structure after long operation in the layer located at a distance of 10 mm from the fillet surface is formed by pearlite grains of lamellar morphology, regions of ‘degenerate pearlite’ and grains of structurally free ferrite

  • It has been shown that a long operation of rails is accompanied by the formation of structural constituents’ gradient consisting in a regular change in the relative content of lamellar pearlite, fractured pearlite and structure of ferrite-carbide mixture in cross-section of rail head

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Summary

Introduction

The processes of formation and evolution of structural phase states and properties of rail surface layers in long‐term operation is a complex system of interrelated scientific and technical problems. The improvement of differentiated quenching modes of long rails for the formation of high operational properties should be based on the knowledge of mechanisms of structural phase changes in cross-section of rails at their long operation. The revealing of these mechanisms is possible only in analyzing the regularities of evolution of fine structure parameters and estimating the contributions of structural constituents and defective substructure into the hardening of rails at long-term operation

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