Wookjin Choi1, Min Ji Song1, Nam-Hyoung Lim2, and Soo Yeol Lee1,* |
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Microstructure and Mechanical Properties of Continuous Welded 50N Rail |
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Published online: 30 November 1999. |
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ABSTRACT |
Rails are subjected to repeated stresses due to wheel-rail contact during train service. Rails under
stress conditions undergo microstructural changes, and these cause degradations of the structural integrity
and lifetime of rails. In this study, three different rails (newly-manufactured rail, newly-manufactured headhardened
rail, and worn (used) rail) were compared to examine the effects of heat treatment and repeated
wheel-rail contact stress on the microstructure and mechanical behavior of continuous welded rail. The crystal
structure, constituent phase distribution, tensile property, and hardness were investigated at various
locations along a cross section of the rails. All three rails consisted of a mixture of BCC and FCC crystal
structures as a majority phase with a very small amount of cementite (Fe3C) as a minor phase. Rietveld
analysis revealed that the weighted fractions of the BCC crystal structure were approximately 74%, 64%, and
85% for the new rail, head-hardened rail, and worn rail, respectively. While the web and foot areas of the
three rails showed no significant differences in mechanical properties, the railheads of the three rails revealed
much higher yield strength, tensile strength, and hardness. The highest tensile strength and hardness were
measured at the railhead in the head-hardened rail, and were attributed to the evolution of the bainite phase,
generated by additional heat treatment. The higher mechanical strength of the railhead of the worn rail is
thought to have resulted from a combination of work hardening and smaller lamellar spacing of the pearlite
phase, induced by repeated wear processes during train operation. |
Keywords:
continuous welded rail, microstructure, mechanical property, X-ray diffraction, crystal structure |
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