Railway infrastructure in the United States operates under severe cyclic wheel–rail contact conditions that promote subsurface crack initiation and propagation within railhead steel. While traditional fatigue life assessments rely on macroscale fracture mechanics, the influence of microstructural features—such as grain size, morphology, and anisotropy—remains insufficiently quantified. This project integrates microstructural characterization and computational fracture modeling…

3135 TAMU
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