TY - JOUR A1 - Hurtado-Hurtado, G. A1 - Morales-Velazquez, L. A1 - Valtierra-Rodríguez, M. A1 - Otremba, Frank A1 - Jáuregui-Correa, J. C. T1 - Frequency Analysis of the Railway Track under Loads Caused by the Hunting Phenomenon N2 - Hunting is a potentially dangerous phenomenon related to the lateral oscillation of the wheels that impacts the rails and causes the wear of the infrastructure’s components. Therefore, the analysis and timely detection of hunting can lead to the application of corrective maintenance tasks, reducing damages, and costs and even derailments as a result. In this work, the vibration response of a finite element model of a rail with hunting-induced loads by a single wheel is analyzed in three directions: longitudinal, lateral, and vertical. The contact patch forces are calculated by means of Simpack® using the Kalker linear theory and the contact Hertz theory. The system is solved by using the Newmark-_ approach. The results of the deflection and vibration analysis, following the proposed methodology, show how the different characteristics of the loads impact the rail. KW - Continuous wavelet transform KW - Empirical mode decomposition KW - Finite element method KW - Frequency analysis KW - Hunting phenomenon KW - Mechanical modelling KW - Rail vibrations PY - 2022 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-551517 UR - https://www.mdpi.com/2227-7390/10/13/2286/htm# VL - 10 IS - 13 SP - 1 EP - 17 PB - MDPI AN - OPUS4-55151 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Jauregui-Correa, J. C. A1 - Morales-Velazquez, L. A1 - Otremba, Frank A1 - Hurtado-Hurtado, G. T1 - Method for predicting dynamic loads for a health monitoring system for subway tracks N2 - This paper presents a method for processing acceleration data registered on a train and determining the health condition of a subway’s substructure. The acceleration data was converted into a dynamic deformation by applying a transfer function defined using the Empirical Mode Decomposition Method. The transfer function was constructed using data produced on an experimental rig, and it was scaled to an existing subway system. The equivalent deformation improved the analysis of the dynamic loads that affect the substructure of the subway tracks because it is considered the primary load that acts on the track and substructure. The acceleration data and the estimated deformations were analyzed with the Continues Wavelet Transform. The equivalent deformation data facilitated the application of a health monitoring system and simplified the development of predictive maintenance programs for the subway or railroad operators. This method better identified cracks in the substructure than using the acceleration data. KW - Health monitoring KW - Transfer function KW - Railroad KW - Substructure failures KW - Dynamic loads PY - 2022 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-557480 SN - 2297-3079 VL - 8 SP - 1 EP - 16 PB - Frontiers Media CY - Lausanne AN - OPUS4-55748 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Hurtado-Hurtado, G. A1 - Morales-Velazquez, L. A1 - Otremba, Frank A1 - Jáuregui-Correa, J. C. T1 - Railcar Dynamic Response during Braking Maneuvers Based on Frequency Analysis N2 - The dynamic response of a vehicle during braking is influenced by the tangential forces developed at the wheel-rail’s contact surface. The friction coefficient affects the load transfer from the wheel’s tread to the vehicle. In this work, the vibrations of a scale-down railway vehicle are monitored during braking and their relationship with the friction coefficient between wheel and rail is found out. The vehicle is instrumented with encoders, accelerometers, and is controlled via Bluetooth. The tests are carried out with clean and friction-modified rails. The tangential forces transmitted from the wheel to the railcar’s body are visualized in time and frequency using a proposed correlation algorithm based on the outputs of the ContinuousWavelet Transform (CWT). The results demonstrate that tangential forces have a significant impact on railway vehicles under conditions of high friction coefficients and large creep values. KW - Railway vibration measurements KW - Vibration signal analysis KW - Wheel-rail tangential forces KW - Railway braking forces KW - Wheel-rail friction coefficient PY - 2023 U6 - http://nbn-resolving.de/urn/resolver.pl?urn:nbn:de:kobv:b43-572309 VL - 13 IS - 7 SP - 1 EP - 15 PB - MDPI AN - OPUS4-57230 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -