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 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-551517 UR - https://www.mdpi.com/2227-7390/10/13/2286/htm# DO - https://doi.org/10.3390/math10132286 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 UR - https://nbn-resolving.org/urn:nbn:de:kobv:b43-557480 DO - https://doi.org/10.3389/fmech.2022.858424 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 -