Fracture behavior and mechanical characterization of R350HT rail steel

Davide Leonetti*, Vitória Mattos Ferreira, Bart Schotsman

*Corresponding author for this work

Research output: Contribution to journalConference articleScientificpeer-review

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Abstract

R350HT is a standard premium heat-treated rail steel and the reference for new rail steel development. The present study discusses an experimental characterization of fatigue crack growth rate and fracture toughness for this refined pearlitic rail steel in mode-I-loading. The tests are carried out on compact tension specimens extracted from the rail head with the straight notch pointing to the rail foot. As a result, the crack path orientation approximates deep rolling contact fatigue cracks. The fracture surfaces obtained under cyclic and monotonic loading are compared by means of scanning electron microscopy. The results are analyzed and discussed with reference to the morphology of the fracture surfaces for the crack initiation sites, fatigue crack growth region, and the final fracture region, evidencing the role of the microstructure, and inclusions on the fracture behavior. From the analysis of the crack path and fracture surface, it is concluded that the refined microstructure and ferrite ductility play an important role in fracture behavior.

Original languageEnglish
Pages (from-to)219-226
JournalProcedia Structural Integrity
Volume47
DOIs
Publication statusPublished - 2023
Event27th International Conference on Fracture and Structural Integrity, IGF 2023 - Hybrid, Rome, Italy
Duration: 1 Feb 2023 → …

Keywords

  • fatigue crack growth rate
  • fracture toughness
  • R350HT

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