Finite Element Investigation of Microstructural Effects on Fatigue Crack Propagation in Rail Steel

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…

Experimental Assessment of Fracture in Rails Due to Cyclic Loading

Fatigue-related internal cracking in rail heads remains one of the primary threats to heavy-haul railway safety and reliability. Subsurface cracks can grow undetected under repeated wheel–rail loading, eventually leading to rail fracture, service interruptions, and costly maintenance interventions. To improve predictive capabilities and inspection strategies, reliable experimental data are required to calibrate physics-based fracture models.…

Experimental Determination of Crack Growth in Rails Subjected to Long-Term Cyclic Fatigue Loading

It is well known that one of the most significant causes of train derailments within the U.S. is due to rail fracture.  Despite this fact, a reliable model for predicting fatigue fracture in rails has not yet been deployed within the U.S.  We have recently been developing a multiscale computational algorithm for predicting crack evolution…