Dissertations / Theses on the topic 'Railway wheels'

The ring-rolling process was first developed in the UK in the mid nineteenth century and is still widely used as the preferred method of forming seamless rings for many aerospace and automotive applications, as well as for producing railway wheels and tyres. This thesis describes the development of a finite element based mathematical model that can be used to simulate the process. The model has been developed with the intention of practical application within railway wheel manufacturer Adtranz New Wheel Products Division. A detailed review of previous research on the process is presented. The key observation from that review is that all attempts at modelling ring rolling have suffered from severe run time difficulties which are predominantly due to lack of constraint and the large number of increments required to complete a simulation. Based on this fact the focus of development activities has been on identifying ways in which the simulation can be run in realistic time frames. The usefulness of a simplified 2D method is assessed, with the conclusion that while some beneficial information might be gained by such an approach, 3D simulation is the only way of fully representing material deformation during the process. Attempts at improving run time of 3D modelling have focused on two main areas. Firstly an efficient arbitrary Lagrangian Eulerian finite element flow formulation has been adopted. This gives the advantages of allowing mesh density to be concentrated on roll gap regions, and removing some of the convergence problems associated with frequent contact changes. Secondly the issue of solution of the discretised flow formulation equations is examined in some detail. A range of well known solution methods are considered as potential ways of improving on direct methods, with limited success. Significant potential benefits are found to result however from a new approach, the successive preconditioned conjugate gradient method. This method, together with tests of its effectiveness, is described in some detail. The resulting model is tested against experimental work performed by previous authors. Attempts to integrate the work into Adtranz are also described. These have included consideration of usability and management issues, and illustrative case studies.

This thesis studies measuring systems for active steering of railway vehicles. The aim of the study is to develop state estimation techniques to provide high integrity feedback variables for the active steering of railway vehicles. Practicality and provision of high-integrity data are two important aspects of the work. To avoid the use of expensive sensors and complex instrumentation, practical techniques for estimating vehicle variables are developed where only economical measurements are used and they can be easily implemented. The conventional solid-axle wheelset and wheelset with independently-rotating wheels are studied and their mathematical models are developed. The fundamental stability problem of these two models is analysed from a control engineering viewpoint for studies of actively-controlled wheelsets. The Kalman filters are then developed for these models to estimate all state variables, particularly variables of the wheelset relative to the track such as lateral displacement and yaw angle which are needed for active control. A number of sensing options are also identified, analysed for performance and assessed in a comparative sense. Fault detection and isolation schemes are then studied for the estimation techniques developed. Finally, some applications are considered. The techniques and analysis methods developed for the single wheel pair are extended and applied to a MKII coach and a two-axle railway vehicle. The estimation of cant deficiency for tilting trains is explored, and also the possibility of state estimation for a real profiled wheel.

The demand for higher velocities and heavier axle loads for freight trains leads to higher forces on the railway wheels which in turn lead to an increase in stresses on and below the surface of the wheel-rail contact. By time, this induces wear on the wheels which consequently lead to higher maintenance costs and in some cases accidents. The ability to predict the evolution of wheel profiles due to uniform wear has been demonstrated with a rather accurate precision in most operational conditions. These wear models are based on wear coefficients and since they are not usually valid for real operational conditions, the models are generally calibrated against real-life scenarios in order to adjust the coefficients from test conditions to real-life lubrication conditions. This engineering approach can be useful in prediction of wear in systems where the materials and contact conditions do not vary. However, when addressing material development focused on reducing specific damage modes, the approach is of limited use because the obtained wear coefficients are not directly related to material properties. Therefore, attempts towards developing physical fracture propagation models that relates to the contact conditions and material properties have been made. The purpose has been to retrieve vital information about where a fracture initiates and how it propagates. In the long run, it is of great interest to be able to attain information about how a material particle is removed from the contact surface. Studies for this type of model was done in the 70’s and 80’s mainly with pin-disk experiments but has not been utilized in the specific field of wheel-rail contact. The thesis is part of the FR8RAIL project arranged by the European rail initiative Shift2Rail. Literature studies have been the basis for the thesis in order to gain vital insights into fracture mechanics and other related fields. The physical fracture propagation models have been constructed in the FE software Abaqus with the implementation of the XFEM. For the 2D model, the fracture initiates at the top of the implanted inclusion when the friction coefficient is  and propagates upwards a few elements. For , the fracture initiates at the right surface boundary where the pressure distribution and traction is applied. The fracture propagation angle increases relative to the surface as the friction coefficient value is increased. The fracture for the 3D model extends broader compared to the 2D model at the top of the inclusion in the case of . The fracture initiates at the same surface location as for the 2D model for . The fracture propagation is however non-existent due to convergence problems. The FE-models constructed are initial steps towards analysing the fracture propagation and closely related phenomena for a railway freight wheel in detail. At the end of the thesis, the simplified models give mainly information about the fracture initiation, propagation and its patterns. From this first phase, further adjustments and improvements can take place in order to eliminate the margins of error. In the long run, fully integrated models with further implementations such as detailed microstructure for the contact conditions, plastic behaviour for the material, and complete three-dimensional models can finally be employed.
Efterfrågan på högre hastigheter och tyngre axelbelastningar för godståg leder till högre krafter på järnvägshjulen som i sin tur leder till ökade spänningar på och under ytan vid hjul-räl-kontakten. Med tiden induceras slitage på hjulen som följaktligen leder till höga underhållskostnader och i vissa fall olyckor. Förmågan att förutse utvecklingen av hjulprofiler på grund av enhetligt slitage har visats kunna ske med en noggrann precision under de flesta driftsförhållanden. Dessa slitagemodeller bygger på slitagekoefficienter, och eftersom de vanligtvis inte är giltiga under realistiska driftsförhållanden är modellerna i allmänhet kalibrerade mot verkliga händelseförlopp för att justera koefficienterna från testförhållandena till realistiska smörjförhållanden. Detta tekniska tillvägagångssätt kan vara användbart vid prognos av slitage i system där material och kontaktförhållanden inte varierar. När man addresserar materialutveckling inriktad på att reducera specifika skadelägen är emellertid tillvägagångssättet av begränsad användning eftersom de erhållna slitagekoefficienterna inte är direkt relaterade till materialegenskaper. Därför har försök gjorts till att utveckla fysikaliska sprickbildningsmodeller som relateras till kontaktförhållanden och materialegenskaper. Syftet har varit att erhålla viktig information om var en spricka initieras och hur den fortskrider. I det långa loppet är det även av stor vikt att kunna erhålla information om hur en materialpartikel avlägsnas från kontaktytan. Studier för denna typ av modeller har gjorts på 70- och 80-talet i huvudsak med stift- och skivexperiment men har inte använts inom det specifika området för hjul-räl-kontakt. Avhandligen ingår i FR8RAIL-projektet som arrangeras av det europeiska järnvägsinitiativet Shift2Rail. Literaturstudier har varit grunden för avhandlingen för att få väsentlig insikt i frakturmekanik och andra relaterade områden. De fysiska sprickbildningsmodellerna har konstrueras i FE-mjukvaran Abaqus med XFEM som implementering. För 2D-modellen initieras sprickan överst vid den implanterade imperfektionen när friktionskoefficienten är  och propagerar uppåt några få element. För  initieras sprickan på högra ytgränsen där tryckfördelning och friktionskraft appliceras. Utbredningsvinkeln för sprickan ökar relativt till ytan då friktionskoefficienten ökar. Sprickan för 3D-modellen breder ut sig mer jämfört med 2D-modellen överst vid imperfektionen då . Sprickan initieras på samma ytplats som för 2D-modellen vid . Sprickbildningen är dock obefintlig på grund av konvergensproblem. De konstruerade FE-modellerna är initiala steg mot att analysera sprickutbredningen och närbesläktade fenomen för ett godstågs järnvägshjul i detalj. I slutet av avhandlingen ger de förenklade modellerna huvudsakligen information om sprickinitiering, utbredning och dess mönster. Ytterligare justeringar och förbättringar kan ske efter denna första fas i syfte att eliminera felmarginalerna. På lång sikt kan slutligen helt integrerande modeller med ytterligare implementeringar såsom detaljerad mikrostruktur för kontaktförhållandena, oelastiskt materialbeteende och kompletta tredimensionella modeller användas.
FR8RAIL

Thesis (Ph. D.)--West Virginia University, 2009.
Title from document title page. Document formatted into pages; contains vii, 250 p. Vita. Includes abstract. Includes bibliographical references (p. 232-245).

The development of the alternating current field measurement (ACFM) technique for high-speed inspection of railway wheels/track is important to ensure the integrity of railway assets. The stress and conditions at the wheel/rail contact patch, severity of rolling contact fatigue (RCF) damage and changes in microstructure and hardness with tread depth for railway wheels are investigated. This study employs experimental measurement of RCF defects in railway wheels to understand ACFM sensor signal - RCF defect relationships. The influence of sensor frequency and speed, sensor angle relative to crack angle, lift-off distance, crack propagation angle and inter-crack spacing distance are investigated. Low rather than high frequency sensors are better suited at sizing cracks in railway wheels and track. The optimum signal is obtained when the sensor is oriented parallel to the crack angle. The signal is reduced at higher speeds. The maximum change in the normalised Bx signal component of the sensor’s magnetic field is greater for closely spaced cracks (< 5 mm) and thus overestimates the defect. Inter-crack spacing distances of 15-20 mm yield estimates for crack pocket depths that are oversized by 20-36%. The inner cracks in a cluster with four defects yields higher Bₓ values than expected and thus significantly over sizes the defects at 15-20 mm inter-crack spacing distances, whereas, the sensor provides reasonable depth estimates for the outer cracks. Crack propagation angle affects the signal. Scans conducted with the probe oriented at 90° to the cluster of cracks consisting of a deep central crack surrounded by shallow cracks results in a distinct central sensor Bₓ signal that consists of a peak due to a flux leakage effect, thus, identifying the critical defect.

A pesquisa relativa ao transporte ferroviário no Brasil tem se intensificado nos últimos anos visando principalmente a melhoria no desempenho do par rodatrilho. Isso se deve à demanda de se transportar cada vez mais carga por eixo com a finalidade de reduzir o custo de transporte. Através de mudanças na microestrutura do material ou de mudanças na composição das ligas utilizadas na fabricação pode se aumentar a resistência do par roda-trilho. Neste trabalho foi analisada a influência de diferentes microestruturas (puramente perlíticas e perlíticas-bainíticas), obtidas por meio de tratamento térmico por dilatometria, nas propriedades de um aço alto carbono similar ao utilizado em rodas convencionais classe C AAR destinadas ao transporte de carga pesada. As análises empregaram técnicas metalográficas (identificação de fases presentes e distância interlamelar da perlita), ensaios magnéticos (saturação magnética e ruído magnético de Barkhausen), ensaio mecânico de dureza e ensaio tribológico de resistência ao desgaste por deslizamento. Foram caracterizadas rodas ferroviárias classe C AAR em quatro condições distintas: usadas e novas, fundidas e forjadas.
Research about rail transport in Brazil has been intensified recently due the need to improve the wheel-rail performance, considering the demand of increasing axle load aiming for transportation cost reduction. Changes in the material microstructure or in the alloys composition can improve the wheel-rail resistance. A eutectoid steel similar to that used in conventional class C AAR wheels (designed to heavy haul transportation - high loads and low speeds) was submitted to isothermal heat treatments applying dilatometry techniques at ten different cycles. Different microstructures (totally pearlitic and pearlitic-bainitic) were obtained and their influence on the mechanical and magnetic properties was analyzed. The analysis included metallographic techniques (identification of phases and pearlite interlamellar spacing), magnetic testing (magnetic saturation and magnetic Barkhausen noise) and mechanical testing (hardness and pin-ondisc tests). Railway wheels Class C ARR were characterized in four different conditions: new and used, cast and forged.

The conflict between stability and curving has been well documented since the dawn of the railways. Advances in computer technology and deeper understanding of the complex mechanics of the wheel-rail interface have led to the study of innovative designs. This thesis outlines the need for steering systems for railway applications. A number of innovative passive solutions have been proposed to reduce the conflict between stability and curving. Comparisons of some of these solutions show that significant benefits can be obtained by using uncommon configurations.

Traditionally, solid axle railway wheelsets are stabilised by using passive suspensions on a conventional rail vehicle, but such additional stiffness affects the pure rolling action of the wheelset around the curve. It has been theoretically proven that this design conflict between stability and curving performance can be solved by applying active control instead of conventional passive components, resulting in the reduction of the wear of the wheels and track by minimising the track shifting forces. In the active approach, the use of actuators, sensors and data processors to replace the traditional passive suspension raises the issue of the system safety in the event of a failure of the active control, which could result in the loss of stability and in more severe cases, derailment. Further on, in active control systems for railway vehicles the actuators tend to be significantly more expensive and require more additional space than sensors, and an electronic control unit. Therefore, developing an analytical redundancy-based fault tolerance technique for an actively controlled wheelset that minimises the number of actuators will clearly be more beneficial. Thus the emphasis of this research is to develop a fault-tolerant system of active control for a railway vehicle in the event of actuator malfunction in order to guarantee stability and good curving performance without using additional actuators. The key achievements of this research can be summarised as follows: • The research considers three of the most common types of actuator failure for the electro-mechanical actuators: fail-hard (FH), short circuit (SC) and open circuit (OC). The fail-hard is a failure condition when the motor shaft of the actuator becomes immovable, whereas the short circuit and open circuit are failures that occur in the electrical parts of the actuator which correspond to zero voltage and zero current in the motor respectively. • The research investigates and develops a thorough understanding of the effect of actuator faults and failure modes on the vehicle behaviour that provides the necessary foundation for the development of the proposed fault-tolerant strategy. • An effective fault detection and isolation methods for actuator faults through two different approaches is developed; the vehicle model-based approach and the actuator model-based approach. Additionally, the research takes into account the reliability and robustness of the FDI schemes in the presence of sensor failures and parameter uncertainties in the system. • The research develops the control re-configuration in order to cope with the identified failure mode of the actuator in order to maintain the vehicle stability and desired curving performance.

The railway is an important mode of transport, due to its environmental friendliness, high safety level, and low energy consumption combined with a high transport capacity, among other factors. The Swedish railway network is old, there has been almost no expansion of the network during the past few decades, and more traffic is expected. Therefore, there is currently a demand for more track capacity and, in the short term, the existing network is expected to deliver the increased capacity. The railway operators in the network have a large impact on train delays, and wheel failures are one large contributor of delays. Delays destroy capacity and, therefore, capacityconsuming failures, such as abnormal wheels, need to be minimised. This can be achieved by using appropriate condition monitoring for the wheels on the track to find potential capacity consumers before failures happen. Therefore, the condition of the wheel-rail interface is important, since the state of the wheel influences that of the rail and vice versa. The monitoring of rail profiles is already being performed, but the monitoring of wheel profiles is still in the development phase. This thesis treats the applications and performance assessment of a wheel profile measurement system (WPMS), and presents case studies focusing on its system and measurement performance. The proposed applications concern how the information from the WPMS can be integrated with information from other data sources and with physical models to obtain a true current picture of the wheel behaviour. The thesis investigates the measurement performance of the WPMS by using a paired T-test and a number of quality measures, e.g. the reproducibility and repeatability, the precision-to-tolerance ratio and the signal-to-noise ratio. In conclusion, this thesis shows that the WPMS works well with an expected level of reliability in a harsh climate with respect to its measurement and system performance. By combining other data with the data from the WPMS, potentially abnormal wheels can be found in an early stage if the proposed new maintenance limit for the wheel parameter of the flange height is implemented. Furthermore, through adding a physical model to the process, the real contact condition of the actual wheel-rail interface can be evaluated and measurement deviations can be found. However, the wheel parameters, as well as the entire profile, need a high measurement quality with little variation, which seems to be an issue with respect to the measurement performance when advanced calculations are to be done. Therefore, a new approach for evaluating measurement performance has been developed using established statistical tools and quality measures with predefined acceptance limits; with the help of this approach, one can differentiate between the variation in the measurements originating in the different measurement units and the variation originating in the wheels. This new approach can be applied to judge the measurement performance of wheel profile condition-monitoring systems, and can also be implemented for other condition-monitoring systems to evaluate their measurement performance. Finally, this approach promotes the development of a condition-based maintenance policy by providing more reliable information for maintenance decision makers.

The Gautrain Rapid Rail Link (GRRL) is a rail transit system in South Africa that links Johannesburg and Pretoria, as well as Johannesburg and the O.R. Tambo International Airport. Travelling at speeds of up to 160 km/h, the Gautrain system is the first of its kind on the African continent. This dissertation covers an investigation into the relationship between the vertical and lateral forces, speed and superelevation in a GRRL curve. The research described in this dissertation is based on an experiment which involved running a test train through a curve at various speeds, changing the cant of the curve by tamping and repeating the train runs. The cant was changed due to high wheel wear rates. The curve already had a cant deficiency, and this cant deficiency was subsequently increased by reducing the curve’s cant. Assessing the before and after tamping test data validated the existence of the expected relationships between the vertical and lateral rail forces, the speed and the cant. The change in cant had a minimal effect on the magnitude of the vertical forces, although a transfer of loading between the high and low legs did occur. The theory indicates that the 14 % reduction in cant in this curve given all of the other curve characteristics should have resulted in an increase in the lateral forces. There was however a roughly 50 % reduction in the maximum lateral forces after the cant was reduced that can be explained from a train dynamics point of view. In addition, there was an increase in safety due to a reduced derailment ratio at this curve’s normal operating speed of 85 km/h. It is not unreasonable to presume that a 50 % reduction in the maximum lateral forces could lead to a halving of the wear rate of the rail and wheels in this curve with similar results to be expected in other curves on the rail network.
Dissertation (MEng)--University of Pretoria, 2016.
The Chair in Railway Engineering at the University of Pretoria
Civil Engineering
MEng
Unrestricted

Energy consumption in electric locomotives is principally the power consumed in traction motors. In order to reduce this energy consumption, the motion resistances of the train need to be reduced. These resistances include aerodynamics; inertial and grade forces; curving resistance; and bearing and wheel/rail friction. Though many factors such as gradient resistance cannot be modified, if a control system is included, curving resistance can be minimised by reducing the energy losses in the contact patches between wheel and rail. Therefore, operational practices could be modified in order to obtain the most appropriate wheelset attack angle between wheel and rail, and appropriate train speed. One solution is to implement a steering control system. The function of this control system is to monitor and control the wheelset lateral displacement or the attack angle of the wheelset. This could reduce the energy dissipated at the contact points between wheel and rail, consequently reducing the energy consumed by traction motors in railway vehicles. Therefore, the work presented in this thesis aims to design and develop a control method for combined vehicle traction and wheelset active steering control systems and to assess the energy efficiency of a rail vehicle under typical operational conditions. In order to achieve these aims, two dynamic models of a typical railway vehicle have been developed in MATLAB and Simulink. The first model comprises the electrical traction and mechanical system passive system). The second model includes the passive and the wheelset active steering control system (active system). These models are used to determine the relationship between traction energy consumption and the energy dissipated in the contact points between wheel and rail, and to compare the passive steering system to the wheelset active steering control system, determining the possibilities for energy saving. In order to assess the influence of the wheelset active steering control on the relationship between wheel and rail contact forces and traction power a series of deterministic track features are set comprising curve radii with different cant deficiencies and wheel conicities. Also a typical track profile from Leeds to Hull is used. From these simulations, the traction energy consumption, energy dissipated at the contact patches, and energy consumed by the steering actuators are calculated. Statistical analyses are used to understand the relationship between the traction power and wheelset motion dynamics (lateral displacement and attack angle). The active vehicle model scheme is used to investigate the improvement of the energy efficiency of a railway vehicle using active steering. The wheelset active steering control system analysis shows whether different combinations of vehicle speed, wheelset conicity and track curve radius lead to a reduction, no reduction, or an increase intraction power consumption. The probability of high power consumption under different conditions is assessed to ensure that it is reduced wherever possible. The ability of a forecasting model to predict the traction power consumption behaviour of railway vehicles from the wheelset motion dynamic is assessed. Findings show that the overall prediction accuracy is fairly similar to the power measured from the passive vehicle running on a track from Leeds to Hull. However, the algorithm does not perform effectively for the deterministic track features. Finally, the benefits of implementing wheelset active steering control systems in terms of the mitigation of contact forces between wheels and rails and how this mitigation influences traction energy consumption are evaluated to determine under what conditions energy can be saved.

Due to a need of more compact bogies, the brake discs can be mounted on the railway wheels, bolted through the wheel web. Thus, the wheels are drilled and have multiple areas of contact with the brake discs. To establish maintenance procedures that will be applied to the  wheels,  SNCF  used  the  feedback  from  experience  (as  with  the  train  AGC)  which  gives  perfect  performance  in  terms  of  safety.  However,  to  optimize  the  maintenance  process, numerical  simulations  may  be  preferred  since  they  are  less  conservative.  This  report  describes  the  numerical  simulations,  based  on  the  finite  element  method,  that  were conducted to determine if the Régiolis wheel complies with the standard EN 13979-­‐1 from a mechanical  fatigue  point  of  view.  In  addition,  it  provides  additional  insights  regarding  the  loads and damage suffered by the wheel, which are not taken into account in the standard: the  damage  induced  by  disc  braking  and  the  fretting  that  may  occur  at  the  contact  interfaces. This study has been used as a decision support for the first inspection intervals of the Régiolis wheels.

En este trabajo se ha llevado a cabo el desarrollo de una herramienta computacional para la simulación dinámica de vehículos ferroviarios. El modelo está basado en técnicas multicuerpo debidas a Shabana. Con respecto a otras metodologías existentes, la propuesta hace uso de un conjunto de sistemas de referencia que permite el empleo de coordenadas independientes sin la posibilidad de configuraciones singulares debidas a grandes giros. El conjunto de sistemas de referencia sirve de base para formular de manera precisa el problema de contacto rueda-carril. El programa está diseñado para considerar de forma flexible distintas configuraciones de vehículo así como diversas geometrías de trazado. La estructura del programa está abierta a cambios orientados a la mejora del modelo de contacto rueda-carril o a la implementación de la dinámica estructural de la vía. Se ha implementado un modelo eficiente que permite detectar con precisión las coordenadas de los puntos en contacto localizados en la interfase entre la rueda y el carril. La herramienta de simulación desarrollada en esta tesis se ha aplicado para diferentes casos-estudio con el objetivo de validar la idoneidad de la metodología propuesta en el análisis del sistema ferroviario. Se ha realizado una comparación entre los resultados obtenidos por la herramienta de simulación presentada y los resultados ofrecidos por varios programas comerciales de simulación dinámica en el análisis del vehículo de Manchester Benchmark. Además, la herramienta se ha empleado para desarrollar un análisis dinámico del vehículo de la locomotora TGV y los resultados obtenidos se han comparado con los ofrecidos por el programa comercial SIMPACK para el mismos modelo de vehículo, bajo las mismas condiciones de operación. Finalmente, sobre la base de la calidad de los resultados, se puede concluir que la herramienta de simulación es fiable y eficiente para emplearse en el análisis dinámico de los diferentes sistemas ferroviarios.
Elsayed Abdel Hameed Amer Shaltout, R. (2013). MULTIBODY APPROACH FOR RAILWAY DYNAMIC ANALYSIS [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/27622
TESIS

The limitations of current simulation packages in addressing the true longitudinal behaviour of railway bogie dynamics during braking/traction has prompted the development of a Rail Bogie Dynamics (RBD) program in this thesis. The RBD program offers novel features for the calculation of the speed profile as a function of the brake torque as well as explicitly determining wheelset angular velocity. With such capability, the speed profile is no longer treated as an input calculated as a priori as required by most of the current simulation systems. The RBD program has been developed using a formulation that includes the wheelset pitch degree of freedom explicitly with a coordinate reference system that is fixed in space and time. The formulation has made the simulation of the bogie dynamics during braking/traction possible in a natural way using the brake/traction torque as the input and the resulting speed profile as the output without any need for working out the speed profile as a priori. Consequently, severe dynamics during braking such as the wheelset skid and the onset of wheel climb derailment can be modelled and critical parameters investigated using the RBD program. The RBD program has been validated, where possible, through a series of simulations using a commercial software package (VAMPIRE). For cases which cannot be simulated by VAMPIRE such as the wheelset skid, a novel experimental program has been designed and commissioned in the Heavy Testing Laboratory of the Central Queensland University as reported in this thesis. One of the possible applications of the RBD program in examining the effect of asymmetric brake shoe force in bogies equipped with one-side push brake shoe arrangement is illustrated in this thesis. It is believed that the model and RBD program will have significant benefit in understanding the true longitudinal behaviour of wagons in suburban passenger trains that operate under braking/ traction torques for most of their travel. Similar studies will also be useful to freight train wagon dynamics during entry and exit of speed restriction zones and tight curves.

Since the investigation of wear particles from rail transport started in the late 1910s, the high mass concentrations of these particles have prompted concern among researchers interested in air quality. However, effective action has yet to be taken because relevant knowledge is still missing. This thesis provides knowledge of airborne wear particles originating from rail transport. Some aspects of their characteristic parameters, such as size, mass concentration, number concentration, and morphology, were investigated in the field and in laboratory tests. We also discuss means to mitigate non-exhaust emissions, as well as the advantages and disadvantages of various test set-ups in the seven appended journal papers:Paper A reviews recent studies of exhaust and non-exhaust emissions from rail vehicles. The results, measurements, adverse health effects, and proposed or applied solutions presented in this literature are summarized in this paper.Paper B summarizes the results of field tests we conducted. The effects of curve negotiation and braking under different real conditions were investigated in a field test in which on-board measurements were made. The elemental composition and morphology of the particles emitted and their potential sources were also investigated.Paper C describes how a pin-on-disc machine can be used to reproduce real operating conditions during mechanical train braking in a controlled laboratory setting. The results were validated by comparing the field test results with the results of laboratory studies.Paper D presents comprehensive results of laboratory studies of airborne particles from different braking materials. A new index is introduced in this paper, which can be used as a quantitative metric for assessing airborne wear particle emission rates.Paper E describes the effects of using various friction modifiers and lubricants on the characteristics of airborne particles from wheel–rail contact under lubricated and unlubricated conditions.Paper F reports work to simulate thermoelastic instability in the cast-iron braking material. We simulated the fluctuation of the flash temperature by considering the temperature dependency of the material properties and the transformation of the contact state due to thermomechanical phenomena and wear.Paper G reviews new full- and sub-scale measurements of non-exhaust emissions from ground transport. The advantages and disadvantages of on-board measurements, pin-on-disc tests, dynamometer tests, and test rig studies are discussed in this paper.

QC 20131025

Real Herráiz, JI. (2015). CONTRIBUTION TO THE MODELIZATION, ANALYTICAL AND NUMERICAL, OF GENERATION AND PROPAGATION OF VIBRATIONS ORIGINATED BY RAILWAY TRAFFIC. ANALYSIS OF MITIGATION PROPOSALS [Tesis doctoral no publicada]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/52247
TESIS

In computer simulation the term \"multibody system\" is usually employed to describe a system of interconnected bodies. Several examples of multibody systems can be found in railway engineering. A wheelset interacting with a track through a contact interface is just one example of practical interest. Modelling mechanical systems in a virtual environment contributes to the understanding of subjects such as dynamic behaviour, stability, durability, wear, fatigue, etc. In the context of a rigid-flexible multibody system mathematically described by a weak-form, the purpose of the present work is to evaluate the contributions due to rigid bodies considering their contact interactions. Inertial contributions due to distribution of mass of a rigid body are fully developed, considering a general pole position associated with a single node, representing a rigid body element. Rodrigues rotation parameters are used to describe finite rotations, by an updated Lagrangian description. Then, the so-called master-surface to master-surface contact formulation is adapted to be used in conjunction with the rigid body element and flexible bodies, aiming to consider their interaction in a rigid-flexible multibody environment. New surface parameterizations are proposed to establish contact pairs, permitting pointwise interaction in a frictional scenario. The proposed formulation is used to represent mechanical systems from different contexts, including a numerical example of the wheel-rail contact interface. The obtained results show the robustness and applicability of the methods.
Em simulação computacional o termo \"sistema multicorpos\" é usualmente empregado para descrever um sistema de corpos interconectados. Diversos exemplos de sistemas multicorpos podem ser encontrados no campo da engenharia ferroviária. Um rodeiro interagindo com a via através de uma interface de contato é apenas um dos exemplos de interesse prático. A modelagem de sistemas mecânicos em um ambiente virtual contribui para o entendimento de assuntos como comportamento dinâmico, estabilidade, durabilidade, desgaste, fadiga, etc. No contexto de um sistema multicorpos rígido-flexível descrito matematicamente por uma forma fraca, o propósito do presente trabalho é avaliar as contribuições devido à presença de corpos rígidos considerando interações de contato. Contribuições inerciais devido à distribuição de massa do corpo rígido são desenvolvidas e apresentadas em totalidade, considerando um polo genérico associado a um único nó, representando o corpo rígido. Parâmetros de rotação de Rodrigues são usados para descrever rotações finitas em uma descrição Lagrangiana atualizada. A formulação de contato master-surface to master-surface é adaptada para ser usada em conjunto com o elemento de corpo rígido e corpos flexíveis, estabelecendo a interação entre esses corpos em um ambiente de simulação multicorpos. Novas parametrizações de superfícies de contato são desenvolvidas para estabelecer os pares de contato, assumindo-se interações pontuais, em um cenário de contato com atrito. A formulação proposta é usada para representar sistemas mecânicos em diferentes contextos, incluindo um exemplo numérico do caso de contato roda-trilho. Os resultados obtidos mostram a robustez e a aplicabilidade dos métodos.

Before vehicles can be placed in service it has to complete an authorisation process. At the moment,this process is largely depended on tests. This is, however, an expensive and long process. With new technologies and improved simulations this process can be shortened and the costs can be lowered. The validation of a vehicle model, however, is often limited by the available data. Often the measured rail profiles are not available and thus a new UIC60 profile is used for the simulations. The railway track often has been used and showssigns of wear and damages, therefore research has been done to investigate the influence of the rail profiles on the validation of a railway vehicle model. The current methods of validation in the European norm are used to compare simulated values with forces and accelerations available from vehicle measurements. In the first step,25 track sections with different curve radii have beensimulated with a measured rail profile every 100 meters. In the next step, the same sections have been simulated by using the standard UIC60 rail profile. The results show that the use of measured rail profiles does have a positive influence on the outcome of simulation. In the final step, one single narrow curve has been simulated to show the effect of standard and worn rail profiles. Four different wear stages of the rail profile are simulated and compared to the available vehicle measurements available. These simulations show that the use of a medium worn rail profile gives the most accurate value.
Innan ett fordon kan tas i bruk måste det genomgå en tillståndsprocess. För närvarande är denna process till stor del beroende av provningar. Detta är dock en dyr och lång process. Med hjälp av ny teknik och förbättrade simuleringar kan denna process förkortas och kostnaderna sänkas. Valideringen av en fordonsmodell begränsas dock ofta av de tillgängliga uppgifterna. Ofta finns inte de uppmätta rälsprofilerna tillgängliga och därför används en ny UIC60-profil för simuleringarna. Järnvägsspåret har ofta använts och visarDärför har forskning gjorts för att undersöka hur rälsprofilerna påverkar valideringen av en modell av ett järnvägsfordon. De nuvarande valideringsmetoderna i den europeiska normen används för att jämföra simulerade värden med de krafter och accelerationer som finns tillgängliga från fordonsmätningar. I det första steget har 25 spårsektioner med olika kurvradier använts.simulerats med en uppmätt rälsprofil var 100:e meter. I nästa steg har samma sektioner simulerats med hjälp av standardprofilen UIC60. Resultaten visar att användningen av uppmätta rälsprofiler har en positiv inverkan på simuleringsresultatet. I det sista steget har en enda smal kurva simulerats för att visa effekten av standard- och slitna rälsprofiler. Fyra olika slitningsstadier av rälsprofilen simuleras och jämförs med tillgängliga fordonsmätningar. Simuleringarna visar att användningen av en mediumsliten rälsprofil ger det mest exakta värdet.

[ES] El ruido de rodadura es un fenómeno producido debido a la interacción entre la rueda y el carril e inducido por las pequeñas irregularidades existentes en la superficie de ambos. Dichas irregularidades, conocidas como "rugosidad", provocan que se genere una vibración tanto en la rueda como el carril cuando el tren circula a una cierta velocidad, lo que consecuentemente lleva a la aparición de radiación acústica. Esto conforma una de las fuentes de molestias más relevantes y principal origen de la contaminación acústica producida por los trenes al circular por regiones urbanas densamente pobladas. Así, el objetivo de esta Tesis es el desarrollo de una metodología integral para la obtención de diseños de rueda viables mediante el uso de Algoritmos Genéticos (AG) con la finalidad de minimizar el ruido de rodadura asociado. Al desarrollar los mencionados algoritmos de optimización, el Método de Elementos Finitos (MEF) se combina con la parametrización geométrica de las diferentes tipologías de diseño de rueda analizadas, descritas en función de aquellos parámetros más relevantes para la presente investigación. Se hace uso de modelos linealizados en el dominio de la frecuencia, capaces de resolver la dinámica completa del sistema a partir de las correspondientes mallas de la sección transversal. La obtención de la potencia acústica radiada se lleva a cabo mediante el empleo de una formulación semi-analítica para el cálculo de la eficiencia acústica de la rueda y al uso de un Modelo de Fuentes Equivalentes (MFE) en el carril. El desarrollo teórico, además, es validado con el software comercial de referencia en el campo de investigación, TWINS, en el cual se basa. A lo largo de los procedimientos de optimización, se realiza un análisis de fatiga en cada diseño de rueda considerado con el fin de asegurar su viabilidad estructural, lo que actúa como una restricción de "pena de muerte" en el algoritmo. Además, se desarrolla un procedimiento de identificación modal que permite caracterizar los modos de vibración y clasificarlos según su número de diámetros y circunferencias nodales. Seguidamente, se exploran dos formulaciones diferentes de la función objetivo: una centrada en reducir directamente el ruido radiado, llamada LA;W -min; i otra centrada en disminuir el ruido de rodadura maximizando la media de las frecuencias naturales de los modos de vibración, conocida como NF-max. En la metodología LA;W -min, se minimiza la suma en energía del nivel de potencia acústica expresado en dB(A). Para el caso de NF-max, se desplazan las frecuencias naturales a regiones de frecuencia donde la amplitud de rugosidad es menor. Se consideran diversas aproximaciones: la inclusión de esquemas de perforación y la modificación de la forma de su sección transversal. Además, también se ha estudiado la influencia en el ruido de la variación de las propiedades geométricas del carril y viscoelásticas de la vía. Como resultado de esta Tesis se han conseguido diversos modelos más silenciosos de rueda ferroviaria, con reducciones en el ruido de rodadura de hasta 5 dB(A). Cuando se considera el sistema ferroviario completo,se siguen consiguiendo mejoras en la potencia acústica radiada con los diseños de rueda resultantes. Además, se analizan las correlaciones entre la maximización de las frecuencias naturales y la atenuación del nivel de potencia acústica, estableciendo NF-max como una metodología adecuada para los casos en que se priorice la eficiencia computacional. La sensibilidad del problema a los espacios de diseño seleccionados y la adecuación del uso de AG se estudian también con la obtención de Superficies de Respuesta. Adicionalmente, se han establecido relaciones entre la variación de los parámetros geométricos y la disminución en la radiación acústica asociada, así como se ha propuesto la reubicación de los modos de vibración a lo largo del espectro en frecuencia com
[CA] El soroll de rodament és un fenomen causat per la interacció entre la roda i el carril i induït per les xicotetes irregularitats presents a les seues superfícies. Aquestes irregularitats, conegudes amb el nom de "rugositat", provoquen que es genere una vibració tant a la roda com al carril en circular el tren a una certa velocitat, el que conseqüentment du a l'aparició de radiació acústica. Açò conforma una de les fonts de molèsties més rellevants i el principal origen de la contaminació acústica generada pels trens al seu pas per regions urbanes densament poblades. Així, l'objectiu d'aquesta Tesi és el desenvolupament d'una metodologia integral per a l'obtenció de dissenys de roda viables mitjançant l'ús d'Algoritmes Genètics (AG) amb la inalitat de minimitzar el soroll de rodament associat. Al desenvolupar els esmentats algoritmes d'optimització, el Mètode d'Elements Finits (MEF) es combina amb la parametrització geomètrica de les diferents tipologies de disseny de roda analitzades, descrites en funció d'aquells paràmetres més rellevants per a aquesta investigació. Es fa ús de models linealitzats en el domini de la freqüència, capaços de resoldre la dinàmica completa del sistema a partir les corresponents malles de secció transversal. La obtenció de la potència acústica radiada es du a terme mitjançant la utilització d'una formulació semi-analítica per al càlcul de l'eficiència acústica de la roda i l'ús d'un Model de Fonts Equivalents (MFE) amb el carril. El desenvolupament teòric s'ha validat amb el software comercial de referència al camp d'investigació, TWINS, en el qual es basa. Al llarg dels procediments d'optimització, es realitza una anàlisi de fatiga a cada disseny de roda considerat amb la finalitat d'assegurar la seua viabilitat estructural. S'ha desenvolupat un procediment d'identificació modal que permet caracteritzar els modes de vibració i classificar-los d'acord al seu número de diàmetres i circumferències nodals. També, s'exploren dos formulacions diferents de la funció objectiu: una centrada en reduir directament el soroll radiat, anomenada LA;W -min; i altra centrada en disminuir el soroll de rodament maximitzant la mitja de les freqüències naturals dels modes de vibració, coneguda com NF-max. D'aquesta manera, en la metodologia LA;W -min, es minimitza la suma en energia del nivell de potència acústica expressat en dB(A). Per al cas de NF-max, es desplacen les freqüències naturals a regions de freqüència on l'amplitud de rugositat és menor. Es consideren diverses aproximacions: la inclusió d'esquemes de perforació i la modificació de la forma de la seua secció transversal, establint el radi com un valor fixe en un cas i utilitzant-lo com un paràmetre d'optimització més en l'altre. A més a més, s'ha estudiat la influència en el soroll de la variació de les propietats geomètriques del carril i viscoelàstiques de la via. Com a resultat d'aquesta Tesi s'han aconseguit diversos models de roda ferroviària més silenciosos, amb reduccions en el soroll de rodament de fins a 5 dB(A). Quan es considera el sistema ferroviari complet amb tots els seus components, es segueixen aconseguint millores en la potencia acústica radiada amb els dissenys de roda resultants. A més a més, 'analitzen les correlacions entre la maximització de les freqüències naturals i l'atenuació del nivell de potencia acústica, establint NF-max com una metodologia adequada pels casos en que es prioritza l'eficiència computacional. La sensibilitat del problema als espais de disseny escollits i l'adequació de l'ús de AG s'estudia també mitjançant l'obtenció de Superfícies de Resposta (SRs) per als paràmetres geomètrics utilitzats. Addicionalment, s'han establert relacions entre la variació dels paràmetres geomètrics i la disminució en la radiació acústica associada, així com s'ha proposat la reubicació dels modes de vibració al voltant de
[EN] Rolling noise phenomenon is produced due to the wheel/track interaction and induced by the small unevenness present in their surfaces. Such unevenness, known as "roughness", causes that vibrations arise in both the wheel and track when the train passes by with a certain speed, that consequently leads to the appearance of acoustic radiation. This kind of noise is one of the most relevant sources of annoyance and the principal focus of the railway acoustic pollution produced by trains operating through highly populated urban regions. Thus, the main goal of the present Thesis is the development of a comprehensive methodology to achieve suitable railway wheel designs through the use of Genetic Algorithms (GAs) with the aim of minimizing the associated rolling noise. When developing the aforementioned optimization algorithms, the Finite Element Method (FEM) is combined with the geometric parametrization of the different wheel design typologies analysed, described as a function of those parameters most relevant for the current research. In order to describe the dynamic behaviour of each component involved in the wheel/track interaction, use is made of linearised models in the frequency domain capable of solving the whole coupled dynamic response from the corresponding cross-section meshes. Subsequent derivation of the radiated sound power from the dynamic information is carried out by applying a semi-analytical formulation that allows for the wheel acoustic efficiency computation, on one hand, and by making use of an Equivalent Sources Model (ESM) in the track, on the other hand. Besides, such theoretical development is validated with the reference commercial software in the field, TWINS, on which it is based. Throughout the optimization procedures, a fatigue analysis is performed on every wheel design considered to assure structural feasibility, that acts as a "death penalty" constraint in the algorithm. Furthermore, a modal identification procedure is developed, which allows to characterize modeshapes and to classify them according to their number of nodal diameters and circumferences. Then, two different formulations of the objective function are explored: one focused on directly reducing radiated noise, named LA;W-min; and another centred on decreasing rolling noise by maximizing the average natural frequency of the modeshapes, called NF-max. Hence, in the LA;W -min methodology, the sum in energy of the wheel Sound poWer Level (SWL) expressed in dB(A) is minimized. For the NF-max case, natural frequencies are shifted to frequency regions where the roughness amplitude content is lower. Different approaches are considered: the inclusion of perforation schemes in the wheel and the variation of its cross-sectional shape, setting the radius as a constant value in one case and using it as an optimization parameter in another. Moreover, the influence on the noise of changing the rail geometric and track viscoelastic properties is also studied. As a result of the present Thesis, several quieter models of railway wheels have been achieved, with rolling noise reductions of up to 5 dB(A). When the whole railway system with all the components is considered, improvements in the radiated sound power remain achieved with the resulting wheel designs. Besides, correlations between maximization of natural frequencies and SWL mitigation are analysed, establishing the NF-max as a suitable methodology for cases when computational efficiency is prioritized. The sensitivity of the problem to selected design domains and the suitability of the use of GAs are also studied with the obtention of Response Surfaces (RSs) for the geometric parameters used. Additionally, correlations are established between the variation of the geometric parameters and the decrease in the associated acoustic radiation, while the shifting of the modeshapes along the frequency domain is proposed as a physical mechanism responsible of the observed sound power decrease.
This thesis has been supported by the Agencia Estatal de Investigación and the European Regional Development Fund (projects TRA2013-45596-C2-1-R and TRA2017-84701-R).
Garcia Andrés, X. (2021). Development of innovative methodologies to reduce railway rolling noise through Genetic Algorithm-based shape optimization techniques [Tesis doctoral]. Universitat Politècnica de València. https://doi.org/10.4995/Thesis/10251/164194
TESIS

En väl fungerande järnväg är en viktig del av Sveriges och stora delar av världens infrastruktur. Hundratusentals människor transporterar sig dagligen till och från arbete efter den svenska järnvägen samtidigt som det efter samma spår sker en storskalig godstransport genom tungt lastade godståg.   Att kunna planera underhållet av ett järnvägssystem är en viktig del för att erhålla en hög funktionssäkerhet hos systemet. Plötsliga fel och haverier av järnvägshjul är i dagsläget en stor anledning till driftstörningar och driftstopp. Med en utökad kunskap kring spridningen av nötningen i järnvägshjulet kan man prediktera slitage och prognostisera hjulets livslängd och då även planera framtida underhåll. På så sätt kan funktionssäkerheten öka, detta genom att minska risken för driftstörningar.   Arbetets resultat kommer att redovisas genom en statistisk analys av hjulparametrar i en teknisk rapport innehållande nödvändig teori samt överskådliga figurer i form av tabeller, diagram och plottar. Figurerna är baserade på analys av insamlade mätdata från LKAB:s lokverkstad i Kiruna, Sverige.   Studien visar att nötning och skador uppträder runt om hela hjulets omkrets där flänsbredden är den parameter där det sker störst förändring.
A well-functioning railway is an important part of Sweden's amongst many other countries infrastructure. On daily basis hundreds of thousands of people use the railway as their primary mode of transportation. Meanwhile on the same track there’s a large-scale transportation of goods by heavy loaded cargo trains.   Planning the maintenance of the railway and its components is important in order to achieve a high-level functionality of the system. Sudden failure of railway wheels is one of the biggest causes of downtime of the railway system. Increased knowledge about the spread of wear around the wheel could result in a higher level of functionality of the system, this by being able to predict the wear and prognosis the need of maintenance.   This project will be presented as a statistical analysis in the form of a technical report which contains the necessary theory as well as figures in the form of diagrams and plots. The figures are based on analysis of collected measurement data from LKAB’s locomotive workshop in Kiruna, Sweden.   This study shows that abrasion and other types of wheel damage occur all around the circumference of the wheel and the flange width is the parameter where most abrasion occurs.

A conceptual design of an innovative two-axle lightweight railway vehicle for commuter services is carried out at KTH Railway Group. An active wheelset steering is introduced to improve the curving performance of the vehicle, which is one of the critical performance requirements. This thesis aims to improve the steering performance of the active wheelset steering. Look-up tables for estimating time-varying wheel-rail contact parameters are introduced to supervise a simple PID controller of the active steering system in order to improve steering performance. The look-up table (LUT) estimation is focused on time-varying wheel-rail contact parameters, including creep coefficients and contact patch variables due to their direct influence on curving performance and lateral stability of the wheelset. As a result, the estimated longitudinal unit creep forces (UCF) have the potential to supervise the gains determination of PID controller because it can appropriately distinguish running conditions. The estimation of longitudinal UCF is achieved by the combination of the results from the LUT of creep coefficients and the LUT of contact patch variables. The result from longitudinal unit creep force estimation is shifted to the first quadrant to use as critical gain in the Ziegler-Nichols tuning method for the PID controller. The critical oscillation period for PID tuning can be expressed as a function of vehicle speed. Consequently, the PID controller for the active steering system uses time-varying gains with real-time tuning. The proposed control system for active wheelset steering is validated with nine running conditions using SIMPACK and MATLAB/Simulink co-simulation. The proposed control system provides a stable wheelset lateral displacement control regardless of the running condition. The active steering system significantly reduces wheel-rail wear, which demonstrates the effectiveness of the proposed active steering system.
KTH:s Järnvägsgruppen utvecklar en konceptuell design av ett innovativt, två-axligt, lättvikts järnvägsfordon för tunnelbana eller pendeltåg. En aktiv hjuparsstyrning introduceras för att förbättra kurvtagningsförmågan hos fordonet, vilket är ett av de kritiska prestandakraven hos dessa fordon. Det här examensarbetet har som målsättning att förbättra styrningsprestandan av den aktiva hjulsatsstyrningen. För att uppskatta tidsvarierande hjul-rälskontaktparametrar introduceras pre-definierade tabeller (LUT) som en övervakning av en enkel PID-kontroll för det aktiva styrningssystemet, för att förbättra styrprestandan. Uppskattningen som baseras på tabellen fokuserar på tidsberoende hjul-rälsparametrar, inklusive krypkoefficienter och kontaktytans storlek och form. Dessa variabler är i fokus på grund av deras direkta effekt på kurvtagningsförmågan och den laterala stabiliteten hos hjulparet. Den uppskattade longitudinala enhets krypkraften (UCF) har potential att bestämma förstärkningen hos PID-kontrollen på grund av att den, på ett lämpligt sätt, kan skilja mellan olika körtillstånd. Uppskattningen av longitudinell UCF uppnås genom en kombination av resultat för krypkoefficienter och kontaktytavariabler i LUT. Resultaten från den longitudinella UCF-uppskattningen skiftas till den första kvadranten för att användas som kritisk förstärkning i Ziegler-Nichols justeringsmetod för PID-kontroller. Den kritiska oscillationsperioden för PID-justering kan utryckas som en funktion av fordonets hastighet. Utgående från detta använder PID-kontrollen tidsvarierande förstärkning med realtidsjustering för den aktiva styrningen. Det föreslagna kontrollsystemet valideras mot nio körtillstånd med hjälp av SIMPACK och MATLAB/Simulink-simuleringar. Det föreslagna kontrollsystemet tillhandahåller en stabil lateral förflyttning av hjulparet oberoende av körtillstånd. Det aktiva styrsystemet reducerar hjul-räls slitaget signifikant, vilket demonstrerar effektiviteten hos det framtagna aktiva styrsystemet.

The electromechanical design and development of a sophisticated roller rig testing facility at the Railway Technologies Laboratory (RTL) of Virginia Polytechnic and State University (VT) is presented. The VT Roller Rig is intended for studying the complex dynamics and mechanics at the wheel-rail interface of railway vehicles in a controlled laboratory environment. Such measurements require excellent powering and driving architecture, high-performance motion control, accurate measurements, and relatively noise-free data acquisition systems. It is critical to accurately control the relative dynamics and positioning of rotating bodies to emulate field conditions. To measure the contact forces and moments, special care must be taken to ensure any noise, such as mechanical vibration, electrical crosstalk, and electromagnetic interference (EMI) are kept to a minimum. This document describes the steps towards design and development of all electromechanical subsystems of the VT Roller Rig, including the powertrain, power electronics, motion control systems, sensors, data acquisition units, safety and monitoring circuits, and general practices followed for satisfying the local and international codes of practice. The VT Roller Rig is comprised of a wheel and a roller in a vertical configuration that simulate the single-wheel/rail interaction in one-fourth scale. The roller is five times larger than the scaled wheel to keep the contact patch distortion that is inevitable with a roller rig to a minimum. This setup is driven by two independent AC servo motors that control the velocity of the wheel and roller using state-of-the-art motion control technologies. Six linear actuators allow for adjusting the simulated load, wheel angle of attack, rail cant, and lateral position of the wheel on the rail. All motion controls are performed using digital servo drives, manufactured by Kollmorgen, VA, USA. A number of sensors measure the contact patch parameters including force, torque, displacement, rotation, speed, acceleration, and contact patch geometry. A unified communication protocol between the actuators and sensors minimizes data conversion time, which allows for servo update rates of up to 48kHz. This provides an unmatched bandwidth for performing various dynamics, vibrations, and transient tests, as well as static steady-state conditions. The VT Roller Rig has been debugged and commissioned successfully. The hardware and software components are tested both individually and within the system. The VT Roller Rig can control the creepage within 0.3RPM of the commanded value, while actively controlling the relative position of the rotating bodies with an unprecedented level of accuracy, no more than 16nm of the target location. The contact force measurement dynamometers can dynamically capture the contact forces to within 13.6N accuracy, for up to 10kN. The instantaneous torque in each driveline can be measured with better than 6.1Nm resolution. The VT Roller Rig Motion Programming Interface (MPI) is highly flexible for both programmers and non-programmers. All common motion control algorithms in the servo motion industry have been successfully implemented on the Rig. The VT Roller Rig MPI accepts third party motion algorithms in C, C++, and any .Net language. It successfully communicates with other design and analytics software such as Matlab, Simulink, and LabVIEW for performing custom-designed routines. It also provides the infrastructure for linking the Rig's hardware with commercial multibody dynamics software such as Simpack, NUCARS, and Vampire, which is a milestone for hardware-in-the-loop testing of railroad systems.
Ph. D.

Nos dias de hoje, a simulação dinâmica de veículos metroviários tem sido um importante método de análise e verificação, tanto no âmbito de projeto, como na engenharia de manutenção. Os pacotes de simulação disponíveis no mercado são altamente desenvolvidos e podem ser adaptados para os mais diversos cenários. O presente trabalho tem por objetivo demonstrar a funcionalidade destes programas, fundamentando a teoria por trás de seu algoritmo computacional, de maneira a expandir a fronteira de conhecimento nas engenharias de projeto e de manutenção. Para isso, são efetuados dois estudos de caso: passagem de veículo em região de abertura de bitola em curva de raio constante; passagem de veículo em sequencia de curvas reversas. Sendo assim, esta dissertação apresenta uma visão geral sobre o estado da arte na simulação da interação veículo e via permanente.
Nowadays, the dynamic simulation of metro vehicles have been an important method of analysis and verification in design engineering as in maintenance engineering. The simulation packages available are highly developed and can be adapted for different scenarios. This paper aims to demonstrate the functionality of these programs, supporting the theory behind its computational algorithm, in order to expand the frontier of knowledge in the national design and maintenance engineerings. For this, two case studies are made of: modelling flexible permanent way; modelling AMVs and crossings; passing vehicle in a region with gauge opening on a constant radius curve; passing a vehicle sequence of reverse curves. Thus, this dissertation presents an overview of the state of the art in the simulation of the interaction vehicle and permanent way of metro.

This doctoral thesis was written under supervision of my supervisor Prof. Ing. Přemysl Janicek, DrSc. and under supervision of my specialist supervisor Ing. Petr Skalka, Ph.D. The thesis deals with the influence of various operating conditions on crack behaviour in in a wheel rim and/or tire. The dissertation topic was motivated by cooperation with Pardubice University, Faculty of Jan Perner. The first part of the thesis presents a literature search, which provides a current state-of-art in the field of contact loading, crack propagation behaviour under mixed-mode and thermal field generated during braking. The next part of thesis deals with the solution of the given problem and the obtained results are presented. Specifically, crack behaviour under various operating conditions including the crack growth rate is simulated. Also, an influence of thermal field on crack is investigated. The linear elastic fracture mechanics approach is considered to treat the above mentioned problems. Last part of thesis summarizes the obtained results which are discussed in a broader context.

Sistemas dinâmicos ferroviários são modelados levando-se em consideração as forças de contato roda trilho. As equações de movimento são fortemente influenciadas pela determinação dessas forças, o que requer o conhecimento da mecânica de contato, ferramenta imprescindível na previsão do comportamento de uma composição ferroviária. O rodeiro é responsável por receber as excitações na forma de irregularidades e imperfeições da via e transferi-la para a suspensão primária. A proposta dessa dissertação consiste em realizar simulações no domínio do tempo, da resposta do comportamento dinâmico do rodeiro ferroviário de 2 graus de liberdade. O modelo matemático equivalente é desenvolvido. A rigidez de contato e a conicidade são linearizados em torno de um ponto de operação, próximo ao centro da via. É apresentada a influência da velocidade na estabilidade para o modelo linearizado e para a conicidade variando de 0.1 a 1.0. Os respectivos modos de vibrar também são apresentados. Em seguida, o modelo matemático não linear do rodeiro ferroviário é gerado por software especializado na criação de sistemas de multicorpos, VAMPIRE, que permite a criação das equações de movimento através da topologia do sistema. O modelo é criado seguindo a proposta do benchmarck apresentada pela International Association of Vehicle System Dynamics (IAVSD). O rodeiro recebe uma força lateral crescente que se estabiliza em 20kN. O rodeiro é excitado com a aplicação de outra força lateral a uma taxa de 50kN/s até o descarrilamento. As forças longitudinais, laterais que aparecem no contato, o ângulo do plano de contato, ângulo de yaw e afastamento lateral são comparados com o benchmarck e outros autores.
Railway dynamics systems are modeled regarding the creep forces between wheel-rail. The equations of movement are strongly influenced by these forces, what requests the knowledge of the theory in mechanical of contact, necessary tool to foresee the behavior of a railway vehicle. The wheelset is responsible by receiving the perturbations of irregularities and transfer them to the primary suspension. A railway vehicle is composed by primary and secondary suspensions. The proposal is based on performing simulations in the time domain, dynamic mresponse of a railway wheelset of two degrees of freedom. The mathematical model is developed. The stiffness of contact and conicity are linearized around an operation point, near to track center. The influence of speed is determined to linearized model and to a range of 0.1 to 1.0 in the conicity. The eigenvectors are presented. In the following, the non linear model of the wheelset is generated using a specialized package of multi body system, VAMPIRE. The package creates equations of movement after the generation of the topology. The non linear mathematical model are defined by the benchmark proposed by International Association of Vehicle System Dynamics (IAVSD). The wheelset is submitted to 20kN at the rail level. In a second case, the wheelset is submitted to a rate of 50kN/s of lateral force until derailing. The determined longitudinal and lateral forces on contact, yaw angle and displacement of the center of gravity of the wheelset, contact angle are compared with the benchmark results and other authors.

The thesis deals with the behaviour of a cracked rail wheel. The aim was to perform the strain analysis of intact wheel as well as the fracture analysis of the primary direct cracked wheel. Solution includes an analysis of operating conditions, assessment of the substantiality of articular components of load, stiffness of the wheel, a comprehensive analysis of fracture of the selected railway wheel profile and optimization of the wheel shape depending on the matching fracture properties.

Orientador: Auteliano Antunes dos Santos Júnior
Dissertação (mestrado) - Universidade Estadual de Campinas, Faculdade de Engenharia Mecânica
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Resumo: Este trabalho apresenta a comparação entre os diversos critérios de fadiga multiaxial de alto ciclo aplicados ao problema de contato roda-trilho. Para isto, é utilizado um modelo elastoplástico tridimensional de elementos finitos capaz de permitir o cálculo tanto das tensões geradas pelo rolamento de uma roda livre de tensões residuais de fabricação como de uma roda que contenha as tensões residuais provenientes do processo de tratamento térmico, obtidas através de uma simulação térmico-estrutural. Estes dois cenários são avaliados segundo critérios de fadiga multiaxial baseados tanto em planos críticos, como Dang Van, Matake e McDiarmid, quanto nos baseados em invariantes do tensor de tensões, como Sines, Crossland e Kakuno Kawada. Pela natureza da fadiga de contato, que não possui condição de vida infinita, é estimado para cada critério um número de ciclos para o aparecimento das trincas. Como resultado, observa-se que para alguns critérios como Dang Van, Sines e Kakuno-Kawada, a vida em fadiga é beneficiada pelo processo de tratamento térmico, enquanto para os demais, as tensões residuais de fabricação provocam uma redução no número de ciclos para o aparecimento das trincas
Abstract: This work presents a comparison of different high cycle multiaxial fatigue criteria, applied to wheel- rail contact. For this, it is used a three-dimensional elastoplastic finite element model able to calculate stresses generated by the rolling of a wheel free of residual stresses from manufacturing process and also by a wheel containing the residual stresses from heat treatment process, generated by a thermal-structural simulation. These two scenarios are evaluated according to multiaxial fatigue criteria based on critical planes, as Dang Van, Matake and McDiarmid, and also based on the invariants of the stress tensor, as Sines, Crossland and Kakuno Kawada. Due to the nature of rolling contact fatigue, which has no condition of infinite life, a number of cycles for crack appearance are estimated for each criterion. It can be notice that for some criteria, such as Dang Van, Sines and Kakuno-Kawada, fatigue life is benefited by the heat treatment process, while for others the residual stresses from manufacturing promote a reduction in the number of cycles
Mestrado
Mecanica dos Sólidos e Projeto Mecanico
Mestre em Engenharia Mecânica

The first part of this master's thesis deals with the high cycle fatigue of materials, especially on growing cracks using linear elastic fracture mechanics. Much of this work is focused on the concept of stress intensity factor. This concept is nowadays one of the most widely used concepts for describing a body with crack. The first part ends with theoretical approaches to determine the residual fatigue life of the body with a crack. The second part of this master's thesis is focused on the determination of residual fatigue life of a specified railway wheelset. An existence of crack-like defect is assumed at the railway wheelset. The goal of this master's thesis is to estimate how long it will take to grow from initial defect to a critical crack length. The last part of this master's thesis is devoted to addiction order load cycles on crack growth rate.

Les phénomènes dynamiques observés lors de la circulation des trains provoquent des nuisances, notamment sonores et vibratoires, qui sont amplifiées par la présence de défauts sur la roue et sur le rail. Pour les analyser, il est nécessaire de prédire avec robustesse le comportement dynamique des composants impliqués dans l’interaction véhicule-voie et donc de simuler les efforts de contact générés pour des interfaces non idéalisées.L’objectif de cette thèse est donc de proposer un modèle semi-analytique global compatible avec l’intégration de multiples défauts géométriques sur les surfaces en contact. Afin de simuler l’interaction véhicule-voie dans le domaine temporel et garantir une applicabilité en phase de dimensionnement, une attention particulière est portée sur le compromis entre la précision des résultats et les temps de calcul associés.Le modèle ainsi proposé est composé d’un demi-bogie, dont le comportement vertical est représenté par un ensemble de masses-ressorts-amortisseurs, circulant sur une voie ballastée. Cette dernière est assimilée à une poutre bi-appuyée, supportée périodiquement à l’emplacement des traverses. Ces deux systèmes sont couplés en contact grâce à une procédure Distributed Point Reacting Spring (DPRS) sous forme discrétisée.Une validation du modèle est, d’une part, proposée en considérant des travaux antérieurs dans le cas de géométries parfaites. D’autre part, de multiples combinaisons de défauts, localisés comme le méplat ou répartis comme l’usure ondulatoire, sont introduites dans la simulation. La variabilité spatiale, particulière au cas de l’écaillage, est modélisée par des champs aléatoires
The appearance of dynamic phenomena during the running of train on track leads to issues such as noise and vibration pollution, which can be further amplified by the presence of defects on the treads. In order to analyze them, it is necessary to predict with reliability the dynamic behavior of the vehicle-track interaction components, in particular the contact forces produced by non perfect treads.The aim of this PhD thesis is to provide a semi-analytical vehicle-track interaction model able to take into account multiple defects on the surfaces in contact. In order to conduct simulations in the time-domain and ensure applicability in the sizing phase, a special attention is given on the compromise between the accuracy of the results and the simulation times.The proposed model is therefore composed of half a bogie running on a ballasted track. This latter is modeled by a pinned-pinned beam with periodic supports located at the sleepers while the vertical behavior of the bogie is given by masses, springs and dampers. These two models are coupled in contact by a discretized Distributed Point Reacting Spring (DPRS) procedure.A validation of the model, based on previous work, is firstly proposed for perfect treads. Then, multiple combinations of defects, either localised as wheelflat or spread as corrugation, are introduced in the simulation. The spatial variability, specific to shelling, is modeled by random fields

Die Eisenbahn wird in der Öffentlichkeit als umweltfreundliches Verkehrsmittel gesehen und ist für Personen und Fracht die bedeutendste Alternative zum Straßenverkehr. Die hohe Lärmbelastung, die die Bahn jedoch in Ballungsgebieten oder an stark belasteten Strecken verursacht, führt zu Akzeptanzproblemen in der Bevölkerung und zunehmend in der Politik. Eine Steigerung des Schienenverkehrs ist deshalb nur möglich, wenn die Schallabstrahlung der Schienenfahrzeuge in Zukunft spürbar reduziert werden kann. Im Geschwindigkeitsbereich des konventionellen Güter- und Personenverkehrs ist das Rollgeräusch die dominierende Schallquelle. Bei der Rollbewegung wird die Oberflächenrauheit von Rad und Schiene überfahren und wirkt als Erregung in der Kontaktzone. Rad und Schiene werden in Schwingung versetzt und strahlen Schall ab. Ziel dieser Arbeit ist es, einen ausführbaren CAE-Prozess aufzubauen und anzuwenden, der auf dem aktuellen Stand der Modellierungstechnik die Optimierung von Eisenbahnrädern nach akustischen Gesichtspunkten ermöglicht. Der Kernbestandteil dieses Prozesses sind effiziente Methoden, die es ermöglichen, für einen rotationssymmetrischen Radsatz binnen weniger Sekunden die im Rad-Schiene-System abgestrahlte Schallleistung zu berechnen. Die Modellierung der Schwingung und Schallabstrahlung des rotierenden Radsatzes bildet einen Schwerpunkt. Verschiedene Anregungshypothesen und -modelle werden gegenübergestellt und anhand eines Prüfstandsversuchs auf ihre Validität untersucht. Der Anregungsmechanismus des Rollgeräuschs wird aus der Literatur aufgearbeitet und ein Modell für die Schallvorhersage daraus entwickelt. Dabei spielt die Körperschallleistung des Rades eine entscheidende Rolle. Sie kann mit Hilfe der Ergebnisse einer numerischen Modalanalyse sehr schnell und automatisiert berechnet werden und stellt im Falle des Eisenbahnrades eine effiziente und brauchbare Alternative zu aufwendigen BEM-Simulationen dar. Die Wirkung der Rauheit wird mit einem Kontaktmodell untersucht und die Filterwirkung des Kontakts dabei ermittelt. Es werden Studien zur wegerregten Schwingung im Rad-Schiene-System vorgestellt, in denen sich einige Spezifika offenbaren. Nahe seinen Eigenfrequenzen zeigen sich für den Radsatz erwartungsgemäß erhöhte Schwingungsamplituden. Jedoch ist dies keine eigentliche Resonanz sondern ein Effekt von Antiresonanz bzw. Tilgung. Dies führt u. A. dazu, dass eine Erhöhung der Dämpfung zwar die Schwingung vermindert, die Wirkung jedoch weit hinter der unter Krafterregung zu erwartenden Reduktion zurückbleibt. Ein in ANSYS parametrisch modellierter Güterwagen-Radsatz wird hinsichtlich Masse und Schallleistung optimiert. Es zeigt sich ein Verbesserungspotenzial gegenüber beispielhaft gewählten Referenzradsätzen von ein bis drei Dezibel. Ein für den praktischen Einsatz verwendbares, akustisch optimiertes Rad ist im Rahmen der Arbeit nicht entwickelt worden. Der CAE-Prozess stellt jedoch ein Werkzeug dar, die konstruktiven Freiräume bei der Entwicklung von Radsätzen zielgerichtet so auszunutzen, dass hierbei ein möglichst leises Rad entsteht.

This diploma thesis focuses on the issue of a wear of a railway wheel and a rail. The wear of the components depends on a number of parameters including the contact stress, the contact pressure and the contact surface dimensions. Among the factors determining these parameters belongs primarily the wheel driving gauge, the rail profile and the load of the contact area. Furthermore, the material from which the wheels and rail are made, the roughness and hardness of the functional surfaces and the residual stress in the material have a significant impact on the wear. All the parameters mentioned above are designed for the production of the railway wheels and rails and therefore they meet the standards for the production of these components. However, the existence of the changeable parameters has also a significant impact on the wear. These parameters include the presence of contaminants, or lubricants in contact, the changing driving gauge due to the wear, the slip ratio or the friction coefficient. With the wear being an inevitable process during the application it cannot be eliminated but only controlled. Applying the lubricant into the contact when passing through the arc in order to achieve an ideal coefficient or the maintenance grinding for restoring the driving gauge can serve the purpose. If properly optimized, the importance of the wear research lies in the financial savings. Being the crucial factor for optimization of the intervals between the maintenance grinding, the research is also beneficial. A high-quality wear prediction can be seen as the key field in order to increase the safety of the railway vehicles operation as well. Therefore, the wear research is made using several methods, such as the computational models, the multi-body dynamics software and the technical experiments. This thesis introduces a conceptual design of the test, enabling the wear research via experimental approach. The final device is capable of a simulation of both volume and fatigue wear during the states the railway wheel and railway undergo including riding on the straight track, passing through an arc or a wheel slip during braking.

The diploma thesis deals with design and development of the system which detects and numbers train carriages in compliance with International Union of Railways. Firstly, methods for correct detection of passing wheel including time records are analysed. Also, the summary of detection sensors used in railway industry is referred. I analyse meaning of each digit in numbering according to the UIC. The system solution is designed and the interaction and communication with other sub-systems is discussed. I put emphasis on the kind of solution that returns as accurate record as possible under any circumstances. The system operates in real time. Further, the results of measuring program are back-tested in order to verify low-deviation of measuring system component. The following section describes program prototype, which processes the recorded data. The algorithms which I used for the detection of wheel and train carriages are described. In the following chapter I discuss the usage of an external camera detecting the numbers in accordance to the UIC. In the last chapter, I describe the test environment in which the solution has been tested, and summarize the results of tests on a real life railway.

Le bruit de roulement est la principale source de bruit des transports ferroviaires pour des vitesses conventionnelles. Il est produit par les vibrations puis le rayonnement acoustique du matériel roulant et de la voie provoqués par le déplacement de la roue et du rail. Ce déplacement est imposé par les défauts microscopiques de surface présents sur les bandes de roulement appelés rugosité.La directive Européenne 2002/49/CE exige la réalisation la cartographies du bruit des infrastructures de transport. Le bruit dans l’environnement peut être prédit par des modèles dont les paramètres d’entrées sont notamment le comportement dynamique de la voie et la rugosité des rails. Ces données sont généralement évaluées par des systèmes de mesures statiques, ce qui limite la caractérisation de la voie à quelques dizaines ou centaines de mètres.Cette thèse a pour objectif de proposer et de valider une méthodologie de mesure de l'état acoustique de la voie sur l’ensemble du réseau. La solution proposée est un système de mesure en situation embarquée nommé LECAV pour « LECture Acoustique de la Voie », qui utilise le bruit rayonné par la voir et par la roue. Leurs gammes de fréquences de rayonnement distinctes permettent de traiter le problème inverse séparément pour la roue et pour le rail, et ceux à partir de l’impédance acoustique.Un modèle vibroacoustique basé sur la méthode des éléments finis et la formulation intégrale de Rayleigh est proposé afin d’estimer l’impédance acoustique de la roue. Pour le rail, les théories des poutres épaisses et des sources ponctuelles élémentaires sont utilisées dans le but de modéliser son impédance acoustique
The rolling noise is the main source of noise in the railway transport sector at conventional speed. It is produced by the vibration and the acoustic radiation of the vehicle and the railway track, caused by the movement of at the wheel and the rail. These movements are imposed by microscopic irregularities on the rolling surface called roughness.The 2002/49/EC European directive imposes to build noise maps of transport infrastructure. The noise propagating in the environment can be assessed from models whose input parameters are particularly the dynamic behavior of railway tracks and the roughness of rails. These data are generally measured thanks to static systems, which narrow down to the analysis of railway tracks to a few meters.The aim of this Phd is to propose and validate a measurement methodology for the acoustic characterization of tracks for the whole railway network. It is an on-board measurement system named LECAV for "LECture Acoustique de la Voie" in French ("Acoustic reading of railway track") that uses the noise radiated from the wheel and the rail. The respective frequencies ranges of noise emission allow solving the invers problem separately for the wheel and for the rail, and this with the acoustic impedance

M.Ing.
Sound pressure levels exceeding acceptable limits are being generated by trains travelling on the 1000 m radius curved railway line past the town of Elands Bay. Unacceptable sound levels are attributed mainly to top of rail wheel squeal. Top of rail wheel squeal belongs to the family of selfinduced vibrations and originates from frictional instability in curves between the wheel and the rail under predominantly saturated lateral creep conditions. In small radius curves, saturated lateral creep conditions occur due to the steering of railway wheelsets with large angles of attack. Given the large curve radius and the utilisation of self-steering bogies on the Sishen-Saldanha Iron Ore railway line, curve squeal is a highly unexpected result for the 1000 m radius curved railway line. This is because curving of bogies in large radius curves are achieved without high wheelset angles of attack leading to saturated creep conditions. An experimental and analytical investigation was carried out to identify the mechanisms influencing the generation of wheel squeal in large radius curves. Simultaneous measurement of sound pressure and lateral wheel-rail forces were made during regular train service in one of the two 1000 m radius curves at Elands Bay to characterise the bogie curving behaviour for tonal noise due to wheel squeal occurring in the large radius curve. The lateral force curving signature not only reveals the levels of lateral wheel-rail forces required for bogie curving, but also whether the bogie is curving by means of the creep forces generated at the wheel-rail interface only or if contact is necessitated between the wheel flange and rail gauge corner to help steer the bogie around the curve. The test set-up consisted of two free field microphones radially aligned at equivalent distances towards the in – and outside of the curve in line with a set a strain gauge bridges configured and calibrated to measure the lateral and vertical forces on the inner and outer rail of the curve. This test set-up allowed the squealing wheel to be identified from the magnitude difference of the sound pressures recorded by the inner and outer microphones in combination with comparing the point of frequency shift of the squeal event due to the Doppler Effect with the force signals of the radially aligned strain gauge bridges. From the experimental phase of the investigation, it was found that wheel squeal occurring in the 1000 m radius curve at Elands Bay is characteristic of empty wagons and is strongly related to the squealing wheel’s flange/flange throat being in contact with the gauge corner of the rail. Here high levels of spin creepage associated with high contact angles in the gauge corner lead to high levels of associated lateral creepage necessary for squeal generation. This is in contrast to lateral creepage due to high wheelset angles of attack being the key kinematic parameter influencing squeal generation in small radius curves. Furthermore, the amplitude of wheel squeal originating from the passing of empty wagons was found to be inversely proportional to the level of flange rubbing on the squealing wheel i.e. increased flange contact on the squealing wheel brings about a positive effect on squeal control. Contrary to the empty wagons which are characterised by tonal curve squeal, loaded 4 wagons requiring contact between the wheel flange and rail gauge corner in the 1000 m curve was characterised by broadband flanging noise. It was concluded from measurements that flange contact occurring under high lateral forces for steady state curving of loaded wagons provides the complete damping necessary for squeal control. The curve squeal noise that originated from the passing of empty wagons in the Elands Bay curve could further be classified according to the frequency at which the squeal event manifested itself in the curve, i.e. low frequency audible (0 – 10 kHz), high frequency audible (10 – 20 kHz) and ultrasonic squeal (> 20 kHz). The vast majority of low frequency audible squeal events recorded in the 1000 m Elands Bay curve occurred at approximately 4 kHz and originated from the low rail/trailing inner wheel interface, whilst the vast majority of high frequency audible squeal events occurred in the frequency range between 15 and 20 kHz and originated from both the high rail/leading outer wheel and low rail/trailing inner wheel interfaces.

碩士
中原大學
機械工程研究所
93
Flange lubricator is used for the lubrication of wheel flanges of railway vehicle, in a bid to mitigate the flange wearing and noise. The flange lubricators used in Taipe Metro Electrical Multiple Units is timer-controlled, which means continuous application of lubricant on the flange, and lubricant wasting as well as wheel slide in braking because of the over-lubrication on the wheel is projected. Train stoppage accuracy in station can not be assured, and very often the braking efficiency is impacted due to the wheel spin and slide problem. Train negotiating a curve will worsen the wheel wearing problem, which can be improved if the lubricator is actuated on in curve and wheel over-lubrication and trackway contamination can be avoided. Lubricator control is via an angle controller and modification of the control circuit of the original supplier. While keeping safety and efficiency in mind, alignment characteristics of Taipei Metro is analyzed, and on-site inspection and testing is conducted, resulting in an optimal lubrication effect where the train runs more smoothly and wearing between wheel and track is minimized. This study is attempted to provide sufficient lubrication for the wheels in curve, and in the mean time over-wearing of flange angle and rail outboard rim angle can be avoided, train noise in curve can be reduced, interval of wheel truing and rail grinding can be extended, and train operation safety and lubricant dosing quantity can be enhanced as well. After one year and three months of real revenue service, no fault or incorrect operation had occurred, validating the suitability of this lubricator for Taipei Metro which gives high praise, and effectively maintaining the system safety and lubrication quality.

碩士
國立彰化師範大學
車輛與軌道技術研究所
94
This dissertation proposes an approach to the best optimal solution of Hankel-norm approximation problem with an application to the wheelsets of railway vehicles. The behavior of the wheelset is dominated by the contact mechanics at the wheel-rail interface. In general, there are two types of control methodologies to moderate the wheelset stability. One is passive control, and the other is active control. In active control, the longitudinal creep force affects the yaw motion of the wheelset. It also affects the relative rotation of the two wheels. In addition, the lateral creep force affects the lateral motion. The above three motions and the lateral and yaw motions of the vehicle body are considered. Furthermore, the linearized model of the 14th order is studied in this dissertation. To reduce the order of the system model and the complexity of the control synthesis, the approximation technique may be necessary. The best approximation among the optimal solution set is studied since the optimal solutions are not unique for linear multi-input-multi-output systems (matrix-value transfer functions). The sub-layers of the optimal model error can be separated from layer by layer by the suitable Schmidt matrix pair. This dissertation also presents an algorithm to evaluate the best optimal approximation of a matrix functions. A linearized model of the railway wheelset is studied in this dissertation. The best optimal approximation will be compared with other optimal approximations. It reveals that the best optimal approximation is better both in frequency responses and in time responses.

Wheel flats are the sources of high magnitude impact forces at the wheel-rail interface, which can induce high levels of local stresses leading to fatigue damage, and failure of various vehicle and track components. With demands for increased load and speed, the issue of wheel flats and a strategy for effective maintenance and in-time replacement of defective wheels has become an important concern for heavy haul operators. A comprehensive coupled vehicle-track model is thus required in order to predict the impact forces and the resulting component stresses in the presence of wheel flats. This study presents the dynamic response of an Euler- Bernoulli beam supported on two-parameter Pasternak foundation subjected to moving load as well as moving mass. Dynamic responses of the beam in terms of normalized deflection and bending moment have been investigated for different velocity ratios under moving load and moving mass conditions. The effect of moving load velocity on dynamic deflection and bending moment responses of the beam have been investigated. The effect of foundation parameters such as, stiffness and shear modulus on dynamic deflection and bending moment responses have also been investigated for both moving load and moving mass at constant speeds. This dissertation research concerns about modeling of a three-dimensional railway vehicle- track model that can accurately predict the wheel-rail interactions in the presence of wheel defects. This study presents a three-dimensional track system model using two Timoshenko beams supported on discrete elastic supports, where the sleepers are considered as rigid masses, and the rail pad and ballast as spring-damper elements. The vehicle system is modeled as a three-dimensional 17- DOF lumped mass model comprising a full car body, two bogies and four wheelsets. The railway track is modeled as a pair of three-dimensional flexible beams that considers two parallel Timoshenko beams periodically supported by lumped masses representing the sleepers. The wheel-rail contact is modeled using nonlinear Hertzian contact theory. The developed model is validated with the existing measured data and analytical solutions available in literature. The nonlinear model is then employed to investigate the wheel-rail impact forces that arise in the wheel-rail interface due to the presence of single as well as multiple wheel flats. The effects of single and multiple wheel flats on the responses of vehicle and track components in terms of displacements and acceleration responses are investigated for both defective wheel and the flat-free wheel. The characteristics of the bounce, pitch and roll motions of the bogie due to a single wheel flat are also investigated. The study shows that nonlinear railpad and ballast model gives better prediction of the wheel-rail impact force than that of the linear model when compared with the experimental data. The results clearly show that presence of wheel flat within the same wheelset has significant effect on the impact force, displacement and acceleration responses of that wheelset. This study further presents the modeling of a MEMS based accelerometer in order to detect the presence of a wheel flat in the railway vehicle. The proposed accelerometer can survive in a dynamic shock environment with acceleration up to ±150g. Simulations of the accelerometer are performed under various operating conditions in order to determine the optimum configuration.

Tese de Doutoramento (Programa Doutoral em Líderes para Indústrias Tecnológicas)
O uso de metodologias computacionais para estudar o comportamento dinâmico de veículos ferroviários é cada vez mais comum, pois permite analisar o desempenho do veículo numa dada via, ajudar a projetar sistemas de suspensão, travagem ou tração, estudar o dano dos componentes, entre outros. Neste tipo de ferramentas, a modelação da interação do veículo com a via, traduzindo-se no contacto entre as rodas e os carris, tem particular importância. Posto isto, o presente trabalho visa desenvolver métodos computacionais que permitam uma análise mais detalhada do contacto propondo avanços relativos aos métodos existentes na literatura. Para a deteção de contacto entre a roda e o carril, foi desenvolvida uma abordagem tridimensional para identificação dos pontos de maior interferência, na qual as geometrias da roda e do carril são definidas como superfícies paramétricas. Este método tira partido do facto de a roda ser um corpo de revolução e o carril uma superfície de arrastamento, permitindo identificar o contacto entre perfis gerais, sem a necessidade recorrer a simplificações que evitem a existência de uma zona côncava na roda, isto é, permite a abordagem de contacto entre superfícies conformes. Nas abordagens atuais ao problema do contacto roda-carril, assume-se que a área de contacto é plana, contudo, essa hipótese deixa de ser válida para contactos onde exista alguma conformidade. Nesse sentido, foi desenvolvida uma metodologia para a determinação de uma zona de contacto curva em que a direção normal à superfície de contacto varia ao longo da mesma. Este método permite evitar descontinuidades no cálculo das forças de contacto normais como é aqui demonstrado em diversos casos de teste para o contacto estático entre rodas e carris. A avaliação das forças de contacto tangencial é determinante na interação roda-carril, sendo aqui proposta a utilização de tabelas de pesquisa para o cálculo dessas forças para permitir a diminuição do tempo de cálculo. Neste caso, uma tabela de procura com cinco varáveis de entrada, que considera uma região de contacto definida por uma dupla elipse, é utilizada para estudar o erro de interpolação devido à sua discretização. Com a metodologia proposta é possível estudar a exatidão da tabela de pesquisa sendo, neste processo, apresentadas duas versões melhoradas desta tabela, com minimização de erro ou com minimização da sua dimensão. O modelo multicorpo de uma carruagem do Metro de Lisboa é utilizado para demonstrar as metodologias desenvolvidas neste trabalho através da realização de análises dinâmicas em condições de operação. A cinemática do veículo, a localização dos pontos de contacto, as forças de contacto e as variáveis de entrada da tabela de procura são analisados em detalhe. Os resultados mostram que a utilização de perfis de rodas realistas em detrimento de perfis simplificados tem um impacto significativo na dinâmica do veículo e no tipo e número de contactos desenvolvidos. Da mesma forma, o uso de modelos não-Hertzianos para o cálculo das forças de contacto também tem uma influência considerável no comportamento dos veículos ferroviários relativamente às abordagens correntes.
The use of computational tools to study the dynamic behavior of railway vehicles has been increasing due to its wide range of applications, namely to assess the performance of a vehicle in given track, design suspension, traction or braking systems, analyze the damage of components, among others. In this context, the vehicle-track interaction, which consists of the contact between wheels and rails, plays an important role. Thus, the present work aims to develop computational methodologies which allow a more detailed contact modeling presenting advances over the models available on the literature. In what concerns the contact detection between wheel and rail, a three-dimensional approach to identify the main contact points between wheel and rail was established. This methodology treats both geometries as parametric surfaces and takes advantage of the fact that the wheel is a revolution body and the rail is a sweep surface. Moreover, this allows to determine the contact between general surfaces, without using a simplified wheel profile which avoids the concave region, i.e., it treats the contact between conformal surfaces. In the current approaches to deal with wheel-rail contact, a planar contact region is assumed, however, this hypothesis is violated in the presence of conformality. Hence, it was developed a methodology to evaluate a curved contact patch in which the normal direction to the contact surface varies over the contact area. This method avoids discontinuities on the normal contact force evaluation, as demonstrated here through some wheel-rail static cases. The evaluation of tangential contact forces is fundamental in the context of wheel-rail interaction and, in this work, the utilization of lookup tables for the calculation of these forces is proposed for sake of the reduction of calculation time. Thus, a lookup table with five input variables, in which the contact patch is regularized to a simple double-elliptical contact region, is utilized to study the interpolation error due to its discretization. According to the presented methodology, it is possible to study the accuracy of a given lookup table and, in this process, two enhanced versions of this table are presented, one with minimization of the interpolation error and other with minimization of its size. The dynamic analyses of a multibody model of a trailer vehicle from Lisbon subway system in operation conditions are utilized to validate the methodologies developed in this work. The kinematics of the vehicle, the location of the contact points, the contact forces and input variables of the lookup table are analyzed in detail. The results demonstrate that the use of realistic wheel profiles has a significant influence in the dynamic response of the vehicle and in the type of identified contacts. Similarly, it is shown that the utilization of non-Hertzian contact models for the evaluation of both normal and creep forces also influences the dynamics of railway vehicles when compared with current approaches.
Fundação para a Ciência e a Tecnologia (FCT) for funding this work through the PhD grant PD/BD/114154/2016, in the context of MIT Portugal Program.

Die Eisenbahn wird in der Öffentlichkeit als umweltfreundliches Verkehrsmittel gesehen und ist für Personen und Fracht die bedeutendste Alternative zum Straßenverkehr. Die hohe Lärmbelastung, die die Bahn jedoch in Ballungsgebieten oder an stark belasteten Strecken verursacht, führt zu Akzeptanzproblemen in der Bevölkerung und zunehmend in der Politik. Eine Steigerung des Schienenverkehrs ist deshalb nur möglich, wenn die Schallabstrahlung der Schienenfahrzeuge in Zukunft spürbar reduziert werden kann. Im Geschwindigkeitsbereich des konventionellen Güter- und Personenverkehrs ist das Rollgeräusch die dominierende Schallquelle. Bei der Rollbewegung wird die Oberflächenrauheit von Rad und Schiene überfahren und wirkt als Erregung in der Kontaktzone. Rad und Schiene werden in Schwingung versetzt und strahlen Schall ab. Ziel dieser Arbeit ist es, einen ausführbaren CAE-Prozess aufzubauen und anzuwenden, der auf dem aktuellen Stand der Modellierungstechnik die Optimierung von Eisenbahnrädern nach akustischen Gesichtspunkten ermöglicht. Der Kernbestandteil dieses Prozesses sind effiziente Methoden, die es ermöglichen, für einen rotationssymmetrischen Radsatz binnen weniger Sekunden die im Rad-Schiene-System abgestrahlte Schallleistung zu berechnen. Die Modellierung der Schwingung und Schallabstrahlung des rotierenden Radsatzes bildet einen Schwerpunkt. Verschiedene Anregungshypothesen und -modelle werden gegenübergestellt und anhand eines Prüfstandsversuchs auf ihre Validität untersucht. Der Anregungsmechanismus des Rollgeräuschs wird aus der Literatur aufgearbeitet und ein Modell für die Schallvorhersage daraus entwickelt. Dabei spielt die Körperschallleistung des Rades eine entscheidende Rolle. Sie kann mit Hilfe der Ergebnisse einer numerischen Modalanalyse sehr schnell und automatisiert berechnet werden und stellt im Falle des Eisenbahnrades eine effiziente und brauchbare Alternative zu aufwendigen BEM-Simulationen dar. Die Wirkung der Rauheit wird mit einem Kontaktmodell untersucht und die Filterwirkung des Kontakts dabei ermittelt. Es werden Studien zur wegerregten Schwingung im Rad-Schiene-System vorgestellt, in denen sich einige Spezifika offenbaren. Nahe seinen Eigenfrequenzen zeigen sich für den Radsatz erwartungsgemäß erhöhte Schwingungsamplituden. Jedoch ist dies keine eigentliche Resonanz sondern ein Effekt von Antiresonanz bzw. Tilgung. Dies führt u. A. dazu, dass eine Erhöhung der Dämpfung zwar die Schwingung vermindert, die Wirkung jedoch weit hinter der unter Krafterregung zu erwartenden Reduktion zurückbleibt. Ein in ANSYS parametrisch modellierter Güterwagen-Radsatz wird hinsichtlich Masse und Schallleistung optimiert. Es zeigt sich ein Verbesserungspotenzial gegenüber beispielhaft gewählten Referenzradsätzen von ein bis drei Dezibel. Ein für den praktischen Einsatz verwendbares, akustisch optimiertes Rad ist im Rahmen der Arbeit nicht entwickelt worden. Der CAE-Prozess stellt jedoch ein Werkzeug dar, die konstruktiven Freiräume bei der Entwicklung von Radsätzen zielgerichtet so auszunutzen, dass hierbei ein möglichst leises Rad entsteht.

Перспективы взаимодействия железных дорог и промышленных предприятий = Перспективи взаємодії залізниць та промислових підприємств = Prospects of Cooperation Between Railways and Industrial Enterprises : тезисы 5-й Международной научно-практической конференции (Днепр, 3.11.2016-4.11.2016) / Министерство образования и науки Украины; Днепропетровский национальный университет железнодорожного транспорта имени академика В. Лазаряна, «Научно-производственное предприятие «УКРТРАНСАКАД». — Днепр : Днепропетр. нац. ун-т ж.-д. трансп. им. акад. В. Лазаряна. — 2016. — 70 с.
RU: В сборнике представлены тезисы докладов 5-й Международной научно- практической конференции «Перспективы взаимодействия железных дорог и промышленных предприятий», которая состоялась 03-04 ноября 2016 г. в г. Днепр. Сборник предназначен для научно-технических работников железных дорог, предприятий транспорта, преподавателей высших учебных заведений, докторантов, аспирантов и студентов.
UK: У збірнику представлені тези доповідей 5-й Міжнародній науково- практичної конференції «Перспективи взаємодії залізниць і промислових підприємств », яка відбулася 03-04 листопада 2016 року в м Дніпро. Збірник призначений для науково-технічних працівників залізниць, підприємств транспорту, викладачів вищих навчальних закладів, докторантів, аспірантів і студентів.