Comprehensive validation of three-dimensional finite element modelling of wheel-rail high-frequency interaction via the V-Track test rig

A finite element thermomechanical analysis of the development of wheel polygonal wear

Parametric investigation of railway fastenings into the formation and mitigation of short pitch corrugation

Evaluating railway track stiffness using axle box accelerations: A digital twin approach

An Interpretable Method for Operational Modal Analysis in Time-Frequency Representation and Its Applications to Railway Sleepers

Rail wear rate on the Belgian railway network: a big-data analysis

An integrated 3D dynamic FE vehicle-track model in elasto-plasticity to investigate short pitch corrugation under cyclic wheel loads

Ground vibration induced by high speed trains on an embankment with pile-board foundation: Modelling and validation with in situ tests

Mechanism of short pitch rail corrugation: initial excitation and frequency selection for consistent initiation and growth

Removing speckle noise from the signals of a laser Doppler vibrometer on moving platforms (LDVom) by ensemble empirical mode decomposition

Strain partitioning and damage initiation in a continuously cooled carbide free bainitic steel

Numerical simulation and characterization of speckle noise for laser Doppler vibrometer on moving platforms (LDVom)

Fast and robust identification of railway track stiffness from simple field measurement

Comparisons between beam and continuum models for modelling wheel-rail impact at a singular rail surface defect

Determining the angles of squat cracks via CT scanning and metallographic observations

Multi-criteria evaluation of wheel/rail degradation at railway crossings

Pre-cracking development of weld-induced squats due to plastic deformation: Five-year field monitoring and numerical analysis

Influence of microstructure on mechanical properties of bainitic steels in railway applications

In situ measurements of the crossing vibrations of a railway turnout

Investigation of the formation of corrugation-induced rail squats based on extensive field monitoring