TY - JOUR A1 - Romero Navarrete, J. A. A1 - Otremba, Frank A1 - Lozano Guzmán, A. A. T1 - Experimental-theoretical modelling of the lateral sloshing in rail tankers N2 - The objective of this paper is to describe and to validate a simplified pendulum-analogy model to simulate the interaction of a liquid cargo with ist carrying vehicle. The resulting testing rig consists of a rectangular container, spring supported on a two wheelset-bogie having a scale down of 1/10 with respect to a full-size equipment. The testing rig is used to validate a simple pendulum-based, simplified three degree-of-freedom mathematical model of the response of a partially filled container to lateral accelerations. The length of the pendulum is set according to validated methodologies. The resulting mathematical scheme reveals a high correlation with the experimental output, on the order of 99%, while some other performance measures, related to the peak forces and the range of variation of the wheel-rail forces, also show good concordance with the experimental results. KW - Sloshing KW - Rail tankers KW - Pendulum analogy KW - Experimental modelling KW - Mechanical fatigue PY - 2021 DO - https://doi.org/10.1504/ijhvs.2021.117504 VL - 28 IS - 3 SP - 435 EP - 454 AN - OPUS4-53101 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - JOUR A1 - Romero Navarrete, J. A. A1 - Otremba, Frank A1 - Lozano Guzmán, A. A. T1 - Liquid cargo effect on load transfer under orthogonal accelerations N2 - A methodology is proposed for the experimental analysis of the liquid cargo effect under combined orthogonal accelerations. To simultaneously subject the vehicle-cargo system to longitudinal and lateral accelerations, the vehicle is set obliquely on a tilt table. The experimental outputs suggest that there is a significant effect of the liquid cargo on the lateral load transfer ratio (LTR), on the order of 20%, which is attributable to the resulting shifting of the liquid cargo’s centre of gravity. That is, the peak LTR values due exclusively to sloshing were not significant, in such a way that the liquid cargo would only pose a safety risk under a steady acceleration input. Also, the inverse of the product of the magnitude of the acceleration times the free surface length, correlates with the liquid cargo effect. That is, the magnitude of the input acceleration is not fully determinant for greater load transfers. KW - Sloshing KW - Liquid cargo KW - Cargo shifting KW - Lateral load transfer KW - Braking in a turn manoeuvre KW - Experimental methods KW - Transport safety PY - 2022 DO - https://doi.org/10.1504/ijhvs.2022.127011 SN - 1744-232X VL - 29 IS - 3 SP - 213 EP - 226 PB - Inderscience Enterprises CY - Geneva AN - OPUS4-56016 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jauregui-Correa, J. C. A1 - Otremba, Frank A1 - Hurtado-Hurtado, G. A1 - Romero-Navarrete, J. A. T1 - Experimental test rig for simulating dynamic loads on subway systems N2 - Scaled-down experimental facility: Can reproduce actual failures; can produce simulated data for identifying cracks in the substructure or other defects. The acceleration data can be converted into an equivalent deformation. The experimental facility can analyse dynamic loads. Equivalent force data: Facilitates the application to a health monitoring system; simplifies the development of predictive maintenance. These data is helpful in validating analytical or simulation models. T2 - Fifth International Conference on Railway Technology CY - Montpellier, France DA - 22.08.2022 KW - Test rig KW - Dynamic loads KW - Subway system PY - 2020 SP - 1 EP - 6 AN - OPUS4-55566 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jauregui-Correa, J. C. A1 - Otremba, Frank A1 - Hurtado-Hurtado, G. A1 - Romero-Navarrete, J. A. T1 - Experimental test rig for simulating dynamic loads on subway systems N2 - Degradation in substructures, Mexico’s City Subway. Improve predictions using vibration Measurements. Ability to test operating conditions at Laboratory. Improve previous laboratory rig. Control operating conditions. Produce enough data for evaluating actual conditions. T2 - Fifth International Conference on Railway Technology CY - Montpellier, France DA - 22.08.2022 KW - Test rig KW - Simulating KW - Dynamic loads KW - Subway PY - 2022 AN - OPUS4-55568 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Otremba, Frank A1 - Romero Navarrete, J. A. T1 - Experimental Assessing of the Energy Transformation in Turns N2 - Turning maneuvers of rail vehicles involve demanding situations for the infrastructure because of the steering forces generated and the resultant lateral load transfers. Such forcing situation involves increased tangential forces that consume kinetic energy from the vehicle. While much attention has been paid in the literature to the damage in such infrastructure segments, the energy that is dissipated in these maneuvers, has not been explicitly addressed. In this paper, a specialized scale-down infrastructure is used to characterize the effect of the initial speed of the vehicle and its mass, on the magnitude of both the rail forces developed and the amount of dissipated energy during turning maneuvers. The outputs of the experiments suggest that most of the original kinetic energy is dissipated at the first portion of the turn. Also, that the magnitude of the wheel forces and the amount of dissipated energy, correlate. That is, a greater rail damage would correspond to greater energy dissipation. T2 - IMECE2022 CY - Columbus, OH, USA DA - 30.10.2022 KW - Energy dissipation KW - Turning maneuvers KW - Rail damage KW - Experimental approaches PY - 2022 AN - OPUS4-56333 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Otremba, Frank A1 - Romero Navarrete, J. A. T1 - Experimental Assessing of the Energy Transformation in Turns N2 - Turning maneuvers of rail vehicles involve demanding situations for the infrastructure because of the steering forces generated and the resultant lateral load transfers. Such forcing situation involves increased tangential forces that consume kinetic energy from the vehicle. While much attention has been paid in the literature to the damage in such infrastructure segments, the energy that is dissipated in these maneuvers, has not been explicitly addressed. In this paper, a specialized scale-down infrastructure is used to characterize the effect of the initial speed of the vehicle and its mass, on the magnitude of both the rail forces developed and the amount of dissipated energy during turning maneuvers. The outputs of the experiments suggest that most of the original kinetic energy is dissipated at the first portion of the turn. Also, that the magnitude of the wheel forces and the amount of dissipated energy, correlate. That is, a greater rail damage would correspond to greater energy dissipation. T2 - IMECE2022 CY - Columbus, OH, USA DA - 30.10.2022 KW - Turning maneuvers KW - Energy dissipation KW - Rail damage KW - Experimental approaches PY - 2022 SP - 1 EP - 6 AN - OPUS4-56334 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Jauregui-Correa, J. C. A1 - Otremba, Frank A1 - Romero-Navarrete, José A. A1 - Hurtado-Hurtado, G. T1 - Determination of the effect of sloshing on the railcar-track dynamic behavior N2 - Liquid cargo has a significant impact on the interface wheel-track interaction. The sloshing affects the track-railcar's dynamic behavior. The effect is detectable at the track level and at the vehicle. Its characterization requires the combination of different techniques: Empirical Mode Decomposition (EMD) Time-Frequency Maps Sloshing occurred when significant perturbations happened in the railcar: The railcar entered a curve Reduction in its travel speed A railcar with a tank is a clear example of a multibody dynamic system with a nonlinear behavior. T2 - 7th International Symposium on Multibody Systems and Mechatronics - MuSMe 2021 CY - Córdoba, Argentina DA - 12.10.2021 KW - Liquid cargo KW - Wheel-track interaction KW - Sloshing affects KW - Vehicle PY - 2021 AN - OPUS4-53572 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Jauregui-Correa, J. C. A1 - Otremba, Frank A1 - Romero-Navarrete, José A. A1 - Hurtado-Hurtado, G. ED - Pucheta, M. ED - Cardona, A. ED - Preidikman, S. ED - Hecker, R. T1 - Determination of the Effect of Sloshing on the Railcar-Track Dynamic Behavior N2 - This paper presents the study of the impact caused by a liquid Cargo on a railway infrastructure. The dynamic behavior of a tank car corresponds to a multibody dynamic system with several degrees of freedom. This study’s data were obtained from a scale experimental fixture consisting of a track and a railcar with a tank. The track was instrumented with strain gauges and the railcar with accelerometers. The data showed non-periodic and periodic terms; therefore, the results were analyzed with the Empirical Mode Decomposition method (EMD). It was found that the EMD identified the signal components that were related to the sloshing. These components represent the mode shapes of the original signal. The location of the sloshing in the track was found applying spectrograms to the accelerometer data. This paper’s experimental outputs suggest that the sloshing effect is detectable at the track and in the vehicle dynamics. KW - Sloshing effect KW - Empirical Mode Decomposition KW - Wheel/track interaction KW - Multibody dynamics PY - 2021 SN - 978-3-030-88750-6 DO - https://doi.org/10.1007/978-3-030-88751-3_14 SP - 131 EP - 140 PB - Springer Nature Switzerland AG AN - OPUS4-53561 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CHAP A1 - Otremba, Frank A1 - Hildebrand, R. A1 - Romero Navarrete, J. A. A1 - Sklorz, Christian ED - Otremba, Frank T1 - A simplified analytical approach on the dynamic pressures in cylindrical vertical tanks N2 - A simplified methodology is proposed to estimate the dynamic pressures developed within partially filled cylindrical vertical tanks when subjected to earthquake-related horizontal accelerations. The total pressure at the bottom of the tank is calculated as the superposition of vertical and horizontal pressures. While the magnitude of the vertical pressure depends on the free surface height of the liquid, the horizontal pressure depends on the magnitude of the horizontal acceleration and on the diameter of the tank. The liquid free surface oscillation angle is simulated based upon the principles of the simple pendulum analogy for sloshing. The length of the pendulum, however, is set on the basis of a methodology to calculate the free sloshing frequency of partially filled containers. Such a methodology is experimentally verified in this work. The outputs of the model for full scale situations, suggest that the lateral perturbation - sloshing phenomenon (earthquake effect) can generate an increase in the total pressure of 56% above the no lateral perturbation situation, further suggesting that such an overpressure should be taken into account when designing tanks that could be potentially subjected to earthquake-related perturbations. KW - Vertical cylindrical tanks KW - Pendulum analogy KW - Experimental approach KW - Sloshing, transition matrix approach KW - Hazmat PY - 2021 SN - 978-981-15-8273-8 SP - 1 EP - 15 PB - Springer AN - OPUS4-51982 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER - TY - CONF A1 - Otremba, Frank A1 - Romero-Navarrete, José A. A1 - Jáuregui Correa, J.C.A. T1 - Forces on rails in turns: A review N2 - Regardless of the mode of transportation, directional changes generate greater forces on the infrastructure as a result of the lateral load transfer and of the respective steering forces in the vehicles. In the case of Railway transportation, a concentrated damage occurs in the rail at the initiation of the turning maneuver, whose magnitude depends on the bogie´s yaw stiffness and on the level of friction at its centre plate. To mitigate such rail-damaging effects, some new designs have been proposed and used for the bogies´ wheelset. However, no new designs for the centre plate have been used. In this paper, a review of the causality for the forces arising during Railway Vehicle's turn negotiations, is presented, including the description of a modeling framework to analyze the influential Parameters for determining the magnitude of such forces. T2 - CONIIN 2020 CY - Online meeting DA - 28.09.2020 KW - Turning maneuvers KW - Rail damage KW - Yaw stiffness KW - Yaw resistance KW - Self-aligning bogies KW - Lateral load transfer KW - Steering forces PY - 2020 SP - 1 EP - 6 AN - OPUS4-51390 LA - eng AD - Bundesanstalt fuer Materialforschung und -pruefung (BAM), Berlin, Germany ER -