VTAC calculator: Guidance note for determining T values
|
|
- Stephanie Strickland
- 5 years ago
- Views:
Transcription
1 VTAC calculator: Guidance note for determining T values The surface damage component of the VTAC calculator allows users to either select the vehicle characteristics (primary yaw stiffness and vehicle weight) from a pre-determined list or to enter values of T which have been derived for that particular vehicle. Recently, some users have raised questions regarding the methodology, so this guidance note presents an update to the original instruction sheet which accompanied the VTAC calculator spreadsheet. T definition The contact patch frictional energy, T (or T-gamma), is calculated from lateral and longitudinal creep forces, T x and T y, and creepages, x and y, using the formula: TT x x T y y and can usually be output direct from most vehicle dynamics software modelling packages. Parameters for calculating T-gamma Calculation of T generally requires use of a multi-body vehicle dynamics simulator that is capable of calculating creepage and creep forces at the wheel rail interface. A series of standardised parameters for these simulations is presented in UK R Report o "Methodology to Calculate Variable Usage Charges for Control Period 4" published in March Since the publication of that report an updated version of the Vampire vehicle dynamics software has been issued which changes the way that T is calculated: the calculation now includes the effect of spin creep in the calculation, which can have some effect on the calculated magnitude of T compared with earlier methodologies. Since Vampire was used to calculate the reference values of T used as input to the VTAC calculator, and has been used by many users to determine inputs to the VTAC calculator, this guidance note has been updated to reflect these changes and the recommended methodology for determining T. Simulation condition parameters It is recommended that Vampire 5.0 be used for the simulations. Later versions of Vampire (or other simulation packages) include the contribution of spin creep in the T calculation, which can give higher predicted values of T which are out of line with the reference values in the calculator If later versions of Vampire than 5.0 are used then it is recommended that the form of the *output section of the.run file given in the Tgamma calculation guidance note- issue 1.doc Page 1/7
2 sample run file in Appendix 2 should be used: this will determine T without the contribution of spin creep. If simulation packages other than Vampire are used then it is suggested that contact with a member of V/T SIC PPG is made to discuss any differences between the results from the two simulation packages: contact details for PPG are supplied at the end of this document. Calculations are to be made on right-hand curves Track irregularity files are not used: the analysis should be for the vehicle under steady-state conditions. The track file should consist of an entry transition followed by a section of constant radius and constant cant of at least 350 m length. The T values should be determined as the average of the vehicle running over at least 250m of track on the constant radius curve. The start of the track section over which the average is taken should be at least 100m after the end of the entry transition into the curve to allow any transient effects to be sufficiently damped. Cant deficiency o For all passenger vehicles (except tilting trains) simulations should be run at a cant deficiency of 40 mm o For freight vehicles not limited to 45 mph simulations should be run at balance speed o For freight vehicles limited to 45 mph simulations should be run at 20 mm cant excess Coefficient of friction o All contact points on the left (high) rail except the gauge face use a coefficient of friction of 0.4 o For the gauge face of the left (high) rail use a coefficient of friction of 0.2 o All contact points on the right (low) rail use a coefficient of friction of 0.45 Curve radii Calculations should be carried out for the vehicle running over each of the 15 curve radii shown in Table 1. Table 1: Curve radii to include in simulations Curve radii (m) ,000 Wheel and rail profiles For the analysis of passenger vehicles with P8 wheels a standard Vampire contact file ( F_mod_L_on_0-750-H_type2.con ) is available, and is recommended for T studies. A listing of the.con file is given in Appendix 1. Tgamma calculation guidance note- issue 1.doc Page 2/7
3 All wheel/rail contact data should be generated assuming a track gauge of 1435mm and a wheelset back-to-back spacing of 1360mm. It is important that the flange contact L and R markers in the contact data files are not edited or moved within the contact file. For the analysis of freight vehicles measured part-worn wheel and rail profiles should be used in the calculations. The wheel profiles which should be used are shown in Table 2. Separate rail profiles are used for left and right rails as follows: Left (high) rail: H.ban Right (low) rail: L.ban Table 2: Wheel profile names Profile type Left (high rail) wheel profile Right (low rail) wheel profile Worn P5 P5_ whl P5_ whl Worn P10 P10_ whl P10_ whl Outputs The output should be the average value of T, determined as described in the previous sections, from the high rail for each wheelset of a bogie for the vehicle running on each curve. If there are different results from the leading and trailing bogies, the values should be chosen from the bogie which gives the highest T values. If there are two points of contact on the high rail (tread and flange) choose the one with the highest T. Vampire input files All the required input files are available from etwork Rail PPG. These include sample track geometry files,.run files containing the appropriate speed and coefficients of friction and output channels, and wheel/rail contact data files. Listings of a typical Vampire.run file is given in Appendix 2, and Appendix 3 details curvature, cant and speed combinations which have been used to obtain the appropriate cant deficiencies on each curve. PPG contact For copies of the track or run files previously used in these analyses, or queries regarding the procedure for T calculation please contact: Mark Burstow Principal Vehicle Track Dynamics Engineer etwork Rail 40 Melton Street London, W1 2EE or mark.burstow@networkrail.co.uk Tgamma calculation guidance note- issue 1.doc Page 3/7
4 Appendix 1 Listing of Vampire contact file, F_mod_L_on_0-750-H_type2.con, for use with passenger vehicles with P8 wheels VAMPIRE Version (July 2006) COTACT DATA GEERATIO PROGRAM VAMPIRE WHEEL/RAIL COTACT DATA *WHEEL F_mod_L.whl and F_mod_R.whl FLAGEBACK mm DIAMETER mm YAW AGLE 0.00 mrad *RAIL H.ban and L.ban TRACK GAUGE mm *AXLELOAD K *LATERAL OFFSET YREL DRL DRR DELTL DELTR COYL COYR COXL COXR COZL COZR AREAL AREAR AOBL AOBR RHOL RHOR ROLL L Tgamma calculation guidance note- issue 1.doc Page 4/7
5 R Tgamma calculation guidance note- issue 1.doc Page 5/7
6 Appendix 2 Listing of Vampire run file for use with T simulations This listing does not use the T output channel available in Vampire, but calculates T from the creep forces and creepages directly. This is to ensure that the influence of spin creep is not included in the evaluation of T. %insert run title here% UITS VAMPIRE %insert vehicle file name here% *TRASIET SPEED %speed% TRACKDESIG %curve% *CREEP O-LIEAR PROFILE %contact% *OUTPUT Longitudinal creep force- wset1- L CL01X Longitudinal creep force- wset1- R CR01X Longitudinal creep force- wset1- F CF01X Longitudinal creep force- wset2- L CL02X Longitudinal creep force- wset2- R CR02X Longitudinal creep force- wset2- F CF02X Lateral creep force- wset1- L CL01Y Lateral creep force- wset1- R CR01Y Lateral creep force- wset1- F CF01Y Lateral creep force- wset2- L CL02Y Lateral creep force- wset2- R CR02Y Lateral creep force- wset2- F CF02Y Wear number (no spin)- wset 1- L 1000*(ABS(CL01X*VL01X)+ABS(CL01Y*VL01Y)) Wear number (no spin)- wset 1- F 1000*(ABS(CF01X*VF01X)+ABS(CF01Y*VF01Y)) Wear number (no spin)- wset 2- L 1000*(ABS(CL02X*VL02X)+ABS(CL02Y*VL02Y)) Wear number (no spin)- wset 2- F 1000*(ABS(CF02X*VF02X)+ABS(CF02Y*VF02Y)) velocity m/s SP * Tgamma calculation guidance note- issue 1.doc Page 6/7
7 Appendix 3 Details of track files and vehicle speeds to attain the required cant deficiencies Curve Installed Vehicle speed (m/s) radius (m) cant (mm) 40mm cant deficiency Cant equilibrium 20mm cant excess n/a n/a 10, n/a Tgamma calculation guidance note- issue 1.doc Page 7/7
University of Huddersfield Repository
University of Huddersfield Repository Pislaru, Crinela Modelling and Simulation of the Dynamic Behaviour of Wheel-Rail Interface Original Citation Pislaru, Crinela (2012) Modelling and Simulation of the
More informationDerailment Safety Evaluation by Analytic Equations. Summary
World Congress on Railway Research 001, Köln, 5-9 November 001 Derailment Safety Evaluation by Analytic Equations Masao UCHIDA*, Hideyuki TAKAI*, Hironari MURAMATSU*, Hiroaki ISHIDA** * Track Technology
More information5.5 Exercises for This Chapter Two-Axle Vehicle on Cosine Track Two-Axle Vehicle on Generally Periodic Track...
Contents 1 Introduction... 1 1.1 The Basic Function of the Wheel/rail System.... 1 1.2 Significance of Dynamics on the Operation of Rail Vehicles... 2 1.3 On the History of Research in the Field of Railway
More informationValidation of a Matlab Railway Vehicle Simulation using a Scale Roller Rig
The Rail Technology Unit Validation of a Matlab Railway Vehicle Simulation using a Scale Roller Rig Iwnicki S.D, Wickens A.H. This article was download from the Rail Technology Unit Website at MMU Rail
More informationAbstract. 1 Introduction
Simulation of severe wheel-rail wear Zi-Li Li & Joost J. Kalker Delft University of Technology Subfaculty of Technical Mathematics and Informatics Faculty ofinformation Technology and Systems MeWweg 4
More informationWheel±rail dynamics with closely conformal contact Part 2: forced response, results and conclusions
27 Wheel±rail dynamics with closely conformal contact Part 2: forced response, results and conclusions A Bhaskar, K L Johnson and J Woodhouse Engineering Department, Cambridge University Abstract: The
More informationinter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE
Copyright SFA - InterNoise 2000 1 inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering 27-30 August 2000, Nice, FRANCE I-INCE Classification: 1.3 A MEASUREMENT PROTOCOL
More informationMethods for Running Stability Prediction and their Sensitivity to Wheel/Rail Contact Geometry
Methods for Running Stability Prediction and their Sensitivity to Wheel/Rail Contact Geometry Oldrich POLACH and Adrian VETTER Bombardier Transportation Winterthur, Switzerland Contents Motivation Methods
More informationDETERMINATION OF WHEEL-RAIL CONTACT CHARACTERISTICS BY CREATING A SPECIAL PROGRAM FOR CALCULATION
Mathematical Modelling in Civil Engineering Vol. 10 No. 3 2014 Doi: 10.2478/mmce 2014 0015 DETERMINATION OF WHEEL-RAIL CONTACT CHARACTERISTICS BY CREATING A SPECIAL PROGRAM FOR CALCULATION IOAN SEBEȘAN
More informationINFLUENCE OF WHEEL/RAIL CONTACT GEOMETRY ON THE BEHAVIOUR OF A RAILWAY VEHICLE AT STABILITY LIMIT
ENOC-5, Eindhoven, Netherlands, 7-1 August 5 ID of contribution -36 INFLUENCE OF WHEEL/RAIL CONTACT GEOMETRY ON THE BEHAVIOUR OF A RAILWAY VEHICLE AT STABILITY LIMIT Oldrich Polach Bombardier Transportation
More informationApplication of nonlinear stability analysis in railway vehicle industry
Application of nonlinear stability analysis in railway vehicle industry O. Polach Bombardier Transportation, Winterthur, Switzerland Abstract This paper deals with the use of nonlinear calculations and
More informationTransportation Engineering - II Dr. Rajat Rastogi Department of Civil Engineering Indian Institute of Technology - Roorkee
Transportation Engineering - II Dr. Rajat Rastogi Department of Civil Engineering Indian Institute of Technology - Roorkee Lecture 17 Transition Curve and Widening of Track Dear students, I welcome you
More informationA Basic Study on Wheel Flange Climbing using Model Wheelset
IJR International Journal of Railway Vol. 3, No. 2 / June 2010, pp. 60-67 The Korean Society for Railway A Basic Study on Wheel Flange Climbing using Model Wheelset Yosuke Nagumo*, Katsuya Tanifuji and
More informationWheel-rail prole condition monitoring
Loughborough University Institutional Repository Wheel-rail prole condition monitoring This item was submitted to Loughborough University's Institutional Repository by the/an author. Citation: WARD, C.P.,
More informationSCIENTIFIC PAPERS OF THE UNIVERSITY OF PARDUBICE NONLINEAR WHEEL/RAIL CONTACT GEOMETRY CHARACTERISTICS & DETERMINATION OF HERTZIAN CONTACT
SCIENTIFIC PAPERS OF THE UNIVERSITY OF PARDUBICE Series B Jan Perner Transport Faculty 19 (2014) NONLINEAR WHEEL/RAIL CONTACT GEOMETRY CHARACTERISTICS & DETERMINATION OF HERTZIAN CONTACT Altan ONAT, Petr
More informationDetermination of Swept Envelope for the Tram
Determination of Swept Envelope for the Tram Tomas Załuski, Albert Szałajko, Grzegorz Fira, Augsburg, 8-9 October www.ec-e.pl Content Problem description Tool for determination of swept envelope Main assumptions
More informationCHARACTERISTIC PARAMETERS OF NONLINEAR WHEEL/RAIL CONTACT GEOMETRY
Proceedings of the st IAVSD Symposium, Stockholm, 7- August 9 Paper No. 95 CHARACTERISTIC PARAMETERS OF NONLINEAR WHEEL/RAIL CONTACT GEOMETRY Oldrich POLACH Bombardier Transportation Zürcherstrasse 39
More informationDESIGN OF A HIGH SPEED TRAIN USING A MULTIPHYSICAL APPROACH
DESIGN OF A HIGH SPEED TRAIN USING A MULTIPHYSICAL APPROACH Aitor Berasarte Technologies Management Area Technology Division CAF WHAT DO WE ANALYSE? AERODYNAMICS STRUCTURAL ANALYSIS DYNAMICS NOISE & VIBRATIONS
More informationThe Running Behaviour of an Elastic Wheelset
The Running Behaviour of an Elastic Wheelset Ingo Kaiser German Aerospace Center (DLR) Oberpfaffenhofen, Institute of Robotics and Mechatronics Karl Popp University of Hannover, Institute of Mechanics
More informationNumerical prediction of track
Numerical prediction of track settlement in railway turnouts Department of Applied Mechanics / CHARMEC Chalmers University of Technology Gothenburg, Sweden 15 Contents Objectives of CHARMEC TS15 Introduction
More informationUse of Track Quality Standard Deviations in Track Design and Construction
Use of Track Quality Standard Deviations in Track Design and Construction David Marriott Consultant / Developer Freelance Constantin Ciobanu CEng FPWI MCIHT Principal PWay Engineer Mea culpa slide Track
More informationModelling of railway vehicle movement considering non-ideal geometry of wheels and rails
Applied and Computational Mechanics 1 (2007) 489-498 Modelling of railway vehicle movement considering non-ideal geometry of wheels and rails R. Jandora a, a Faculty of Mechanical Engineering, rno University
More informationModels for estimation of creep forces in the wheel/rail contact under varying adhesion levels
Loughborough University Institutional Repository Models for estimation of creep forces in the wheel/rail contact under varying adhesion levels This item was submitted to Loughborough University's Institutional
More informationCurve squeal in the presence of two wheel/rail contact points
Curve squeal in the presence of two wheel/rail contact points G. Squicciarini 1, S. Usberti 2, D.J. hompson 1, R. Corradi 2 and A. Barbera 2 1 Institute of Sound and Vibration Research, University of Southampton
More informationRevision of EN Wheel roughness measurements
Revision of EN 15610 - Wheel roughness measurements Stefan Lutzenberger Müller-BBM Rail Technologies, Planegg, Germany Fabien Létourneaux, Fabrice Aubin, SNCF, Paris, France. Chris Jones, RSSB, London,
More informationANALYTICAL EVALUATION OF THE ACCURACY OF ROLLER RIG DATA FOR STUDYING CREEPAGE IN RAIL VEHICLES. Alexander Keylin
ANALYTICAL EVALUATION OF THE ACCURACY OF ROLLER RIG DATA FOR STUDYING CREEPAGE IN RAIL VEHICLES Alexander Keylin Thesis submitted to the faculty of Virginia Polytechnic Institute and State University in
More informationTesting the dynamic behaviour of vehicles: Normalisation of test conditions by use of multi linear regressions
Testing the dynamic behaviour of vehicles: Normalisation of test conditions by use of multi linear regressions Patrick DUPONT Head of Running Conditions Section Track Engineering Department SNCF - Direction
More informationA Nonlinear Dynamic Model for Single-axle Wheelsets with Profiled Wheels and Rails
Proceedings of the International Conference of Control, Dynamic Systems, and Robotics Ottawa, Ontario, Canada, May 15-16 2014 Paper No. 60 A Nonlinear Dynamic Model for Single-axle Wheelsets with Profiled
More informationTransportation Engineering - II Dr.Rajat Rastogi Department of Civil Engineering Indian Institute of Technology - Roorkee
Transportation Engineering - II Dr.Rajat Rastogi Department of Civil Engineering Indian Institute of Technology - Roorkee Lecture - 16 Speeds on Track Dear students, today we are starting with another
More informationThe Dynamic Stress State of the Wheel-Rail Contact
Proceedings of the 2nd IASME / WSEAS International Conference on Continuum Mechanics (CM'07), Portoroz, Slovenia, May 15-17, 2007 127 The Dynamic Stress State of the Wheel-Rail Contact XIN ZHAO *, ZILI
More informationInvestigation about the effect of angle of attack and relative humidity on wheel squeal
Paper Number 79, Proceedings of ACOUSTICS 211 2-4 November 211, Gold Coast, Australia Investigation about the effect of angle of attack and relative humidity on wheel squeal Liu X., Bellette P., Milne
More informationFatigue Crack Analysis on the Bracket of Sanding Nozzle of CRH5 EMU Bogie
Journal of Applied Mathematics and Physics, 2015, 3, 577-583 Published Online May 2015 in SciRes. http://www.scirp.org/journal/jamp http://dx.doi.org/10.4236/jamp.2015.35071 Fatigue Crack Analysis on the
More informationCorrelation between track geometry quality and vehicle reactions in the virtual rolling stock homologation process
Correlation between track geometry quality and vehicle reactions in the virtual rolling stock homologation process K.U. Wolter Deutsche Bahn AG Railway Technology and Services Integrated Systems Rail Voelckerstrasse
More informationInfluential Factors on Adhesion between Wheel and Rail under Wet Conditions
Influential Factors on Adhesion between Wheel and Rail under Wet Conditions H. Chen, M. Ishida, 2 T. Nakahara Railway Technical Research Institute, Tokyo, Japan ; Tokyo Institute of Technology, Tokyo,
More informationA STUDY ON THE WHEEL-RAIL INTERACTION AT SWITCH POINTS TO REDUCE DERAILMENTS IN TURNOUTS. Samet Ozturk
A STUDY ON THE WHEEL-RAIL INTERACTION AT SWITCH POINTS TO REDUCE DERAILMENTS IN TURNOUTS by Samet Ozturk A thesis submitted to the Faculty of the University of Delaware in partial fulfillment of the requirements
More informationUsing the Timoshenko Beam Bond Model: Example Problem
Using the Timoshenko Beam Bond Model: Example Problem Authors: Nick J. BROWN John P. MORRISSEY Jin Y. OOI School of Engineering, University of Edinburgh Jian-Fei CHEN School of Planning, Architecture and
More informationMachine Learning from Computer Simulations with Applications in Rail Vehicle Dynamics and System Identification
Machine Learning from Computer Simulations with Applications in Rail Vehicle Dynamics and System Identification Mehdi Taheri Dissertation submitted to the faculty of the Virginia Polytechnic Institute
More informationDynamic behavior of a railway wheelset on a roller rig versus tangent track
Shock and Vibration 11 (24) 467 492 467 IOS Press Dynamic behavior of a railway wheelset on a roller rig versus tangent track N. Bosso, A. Gugliotta and A. Somà Mechanical Department, Politecnico of Torino,
More informationModelling and control of railway vehicle suspensions
Loughborough University Institutional Repository Modelling and control of railway vehicle suspensions This item was submitted to Loughborough University's Institutional Repository by the/an author. Citation:
More informationDynamic behaviour of a steel plate girder railroad bridge with rail joints
Structures Under Shock and Impact XI 313 Dynamic behaviour of a steel plate girder railroad bridge with rail joints H. M. Kim 1, S. I. Kim 2 & W. S. Hwang 2 1 Department of Railroad Structure Research,
More informationROLLING STOCK BRAKING PERFORMANCE EVALUATION UNDER LOW ADHESION CONDITIONS
11 th International Conference on Vibration Problems Z. Dimitrovová et al. (eds.) Lisbon, Portugal, 9-12 September 2013 ROLLING STOCK BRAKING PERFORMANCE EVALUATION UNDER LOW ADHESION CONDITIONS Marco
More informationEffect of periodicity of railway track and wheel rail interaction on wheelset track dynamics
Arch Appl Mech (2015) 85:1321 1330 DOI 10.1007/s00419-014-0981-4 SPECIAL RomanBogacz Włodzimierz Czyczuła Robert Konowrocki Effect of periodicity of railway track and wheel rail interaction on wheelset
More informationUniversity of Huddersfield Repository
University of Huddersfield Repository Anyakwo, A., Pislaru, Crinela, Ball, Andrew and Gu, Fengshou Dynamic simulation of a roller rig Original Citation Anyakwo, A., Pislaru, Crinela, Ball, Andrew and Gu,
More informationThe Train Dynamics of Wheel Rail Contact and Longitudinal Lateral Interaction between Vehicles
Paper 25 The Train Dynamics of Wheel Rail Contact and Longitudinal Lateral Interaction between Vehicles L. Cantone, D. Negretti and V. Vullo Department of Mechanical Engineering University of Rome Tor
More informationEffect of Dynamic Interaction between Train Vehicle and Structure on Seismic Response of Structure
Effect of Dynamic Interaction between Train Vehicle and Structure on Seismic Response of Structure Munemasa TOKUNAGA & Masamichi SOGABE Railway Technical Research Institute, Japan SUMMARY: The conventional
More informationResearch of friction indices influence on the freight car dynamics
TEKA. COMMISSION OF MOTORIZATION AND ENERGETICS IN AGRICULTURE 2013, Vol. 13, No.4, 159-166 Research of friction indices influence on the freight car dynamics Sergey Myamlin 1, Larysa Neduzha 1, Alexander
More informationon the safety of high-speed trains running on bridges during earthquakes Qing ZENG Elias G. DIMITRAKOPOULOS
on the safety of high-speed trains running on bridges during earthquakes Qing ZENG Elias G. DIMITRAKOPOULOS the 42nd Risk, Hazard & Uncertainty Workshop, 22-25 June 216 Hydra Island, Greece outline motivation
More informationAnalysis of Critical Speed Yaw Scuffs Using Spiral Curves
Analysis of Critical Speed Yaw Scuffs Using Spiral Curves Jeremy Daily Department of Mechanical Engineering University of Tulsa PAPER #2012-01-0606 Presentation Overview Review of Critical Speed Yaw Analysis
More informationEvaluation of bogie centre bowl friction models in the context of safety against derailment simulation predictions
Arch Appl Mech (8) 88:943 953 https://doi.org/.7/s49-8-35-4 ORIGINAL Michał Opala Evaluation of bogie centre bowl friction models in the context of safety against derailment simulation predictions Received:
More informationUniversity of Bristol - Explore Bristol Research. Publisher's PDF, also known as Version of record
Watanabe, N., & Stoten, D. P. (214). Actuator control for a rapid prototyping railway bogie, using a dynamically substructured systems approach. In Proceedings of 12th International Conference on Motion
More informationLinear guide drives. Synchronous shafts The use of synchronous shafts enables several linear axes to be operated with one drive.
Linear guide drives Drive concept The linear guides are driven via the hollow shaft in the drive head. The drive head is used to directly install a motor or alternatively (in connection with a center shaft)
More informationComparative Analysis of Simulation Results and Test of the Dynamics of the Wheelset
International Journal of Applied Engineering Research ISSN 973-456 Volume, Number 3 (7) pp. 3773-3778 Comparative Analsis of Simulation Results and Test of the Dnamics of the Wheelset Khomenko A.P., Gozbenko
More informationClamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013
Clamping Force & Concrete Crosstie Bending Behavior Analysis FRA Tie and Fastener BAA - Industry Partners Meeting Incline Village, NV 7 October 2013 Sihang Wei, Daniel Kuchma Slide 2 Outline Project Objectives
More informationDYNAMIC CHARACTERISTICS STUDY AND VIBRATION CONTROL OF MODERN TRAM TRACK SYSTEM
DYNAMIC CHARACTERISTICS STUDY AND VIBRATION CONTROL OF MODERN TRAM TRACK SYSTEM Zheyu Zhang, Anbin Wang, Jian Bai, Zhiqiang Wang Luoyang Ship Material Research Institute Format of Presentation 31 3 4 35
More informationA STUDY ON THE WHEELSET/SLAB TRACK VERTICAL INTERACTION
A STUDY ON THE WHEELSET/SLAB TRACK VERTICAL INTERACTION Associate Professor PhD. eng. Traian MAZILU Department of Railway Vehicles, University Politehnica of Bucharest 33 Splaiul Independentei, sector
More informationWeatherHawk Weather Station Protocol
WeatherHawk Weather Station Protocol Purpose To log atmosphere data using a WeatherHawk TM weather station Overview A weather station is setup to measure and record atmospheric measurements at 15 minute
More informationTRACTION AND WEAR MECHANISMS DURING ROLL-SLIP CONTACT
TRACTION AND WEAR MECHANISMS DURING ROLL-SLIP CONTACT J. De Pauw 1, J. Van Wittenberghe 1, P. De Baets 1 1 Ghent University, Laboratory Soete, Belgium Abstract In the transportation industry every vehicle
More informationChapter 2 Review of Wheel-Rail Contact Models
Chapter 2 Review of Wheel-Rail Contact Models Abstract This chapter describes the evolution of the theories for solving the wheel-rail contact problem. The determination of the forces acting between wheel
More informationFundamentals of Railway Curve Superelevation with Explanation of Curve Radius and Degree of Curve
Centrifugal Force. Fundamentals of Railway Curve Superelevation with Explanation of Curve Radius and Degree of Curve By Jeffrey G. Hook Original April 20, 2010, Revised April 8, 2017 Railway locomotives
More informationContact force estimation in the railway vehicle wheel-rail interface
Loughborough University Institutional Repository Contact force estimation in the railway vehicle wheel-rail interface This item was submitted to Loughborough University's Institutional Repository by the/an
More informationinter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE
Copyright SFA - InterNoise 2000 1 inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering 27-30 August 2000, Nice, FRANCE I-INCE Classification: 1.3 CURVE SQUEAL OF
More informationDerailment of High Speed Trains Moving over Bridges under Earthquakes
Derailment of High Speed Trains Moving over Bridges under Earthquakes 1 Y. B. Yang and 2 Y. S. Wu 1 President, YunTech / Distinguished Prof., NTU 2 Sinotech Engineering Consultants, Inc. 4 th Kuang Hwa
More informationSurface defects in rails
THESIS FOR THE DEGREE OF LICENTIATE OF ENGINEERING IN SOLID AND STRUCTURAL MECHANICS Surface defects in rails Potential influence of operational parameters on squat initiation ROBIN ANDERSSON Department
More informationUSER S MANUAL. 1D Seismic Site Response Analysis Example. University of California: San Diego.
USER S MANUAL 1D Seismic Site Response Analysis Example http://www.soilquake.net/ucsdsoilmodels/ University of California: San Diego August 2, 2017 Table of Contents USER'S MANUAL TABLE OF CONTENTS Page
More informationDynamics of Railway Track
Machine Dynamics Problems 00, Vol. 8, No 1, 7 16 Abstract Dynamics of Railway Track Czesław Bajer 1 and Roman Bogacz Institute of Fundamental Technological Research, Polish Academy of Sciences cbajer@ippt.gov.pl,
More informationON THE DYNAMICS OF RAILWAY VEHICLES ON TRACKS WITH LATERAL IRREGULARITIES
ON THE DYNAMICS OF RAILWAY VEHICLES ON TRACKS WITH LATERAL IRREGULARITIES Lasse Engbo CHRISTIANSEN and Hans TRUE Technical University of Denmark, DTU Informatics Richard Petersens Plads Bldg. 321, DK-2800
More informationExperimental validation of a numerical model for the ground vibration from trains in tunnels
Experimental validation of a numerical model for the ground vibration from trains in tunnels Qiyun Jin; David Thompson; Daniel Lurcock; Martin Toward; Evangelos Ntotsios; Samuel Koroma Institute of Sound
More informationSource Protection Zones. National Dataset User Guide
Source Protection Zones National Dataset User Guide Version 1.1.4 20 th Jan 2006 1 Contents 1.0 Record of amendment...3 2.0 Introduction...4 2.1 Description of the SPZ dataset...4 2.1.1 Definition of the
More informationMeasurement, Modelling and Simulation of Curve Squealing of Trains
Measurement, Modelling and Simulation of Curve Squealing of Trains Christoph Glocker, Eric Cataldi-Spinola, ossano Stefanelli, and Jürg Dual Abstract Curve squealing of railway wheels occurs erratically
More informationOrbit Support Pack for Excel. user manual
Orbit Support Pack for Excel user manual Information in this document is subject to change without notice. Companies, names and data used in examples herein are fictitious unless noted otherwise. No part
More informationRecent results in tilt control design and assessment of high-speed railway vehicles
291 Recent results in tilt control design and assessment of high-speed railway vehicles A C Zolotas 1, R M Goodall 1, and G D Halikias 2 1 Department of Electronic and Electrical Engineering, Loughborough
More informationA Self-Acting Radial Bogie with Independently Rotating Wheels
Cpyright c 2008 ICCES ICCES, vl.7, n.3, pp.141-144 A Self-Acting adial Bgie with Independently tating Wheels CHI, Maru 1 ZHANG, Weihua 1 JIANG, Yiping 1 DAI, Huanyun 1 As the independently rtating wheels
More informationMotion with Constant Acceleration
Motion with Constant Acceleration INTRODUCTION Newton s second law describes the acceleration of an object due to an applied net force. In this experiment you will use the ultrasonic motion detector to
More informationTesting a new rail roughness measurement standard
Testing a new rail roughness measurement standard C. J C Jones a, F. Létourneaux b and P. Fodiman c a Institute of Sound and Vibration Research, Univeristy of Southampton, Highfield, SO17 1BJ Southampton,
More informationPERFORMANCE ANALYSIS OF WELCH PRODUCTS RECYCLED RUBBER SPACER BLOCK
PERFORMANCE ANALYSIS OF WELCH PRODUCTS RECYCLED RUBBER SPACER BLOCK Submitted by Bob W. Bielenberg, M.S.M.E., E.I.T. Research Associate Engineer Ronald K. Faller, Ph.D., P.E. Research Assistant Professor
More informationSTUDY OF EFFECTS OF VIBRATIONS CAUSED BY RAILWAY TRAFFIC TO BUILDINGS
Bulletin of the Transilvania University of Braşov CIBv 2014 Vol. 7 (56) Special Issue No. 1-2014 STUDY OF EFFECTS OF VIBRATIONS CAUSED BY RAILWAY TRAFFIC TO BUILDINGS R. NERIŞANU 1 D. DRĂGAN 1 M. SUCIU
More informationOn non-linear methods of bogie stability assessment using computer simulations
13 On non-linear methods of bogie stability assessment using computer simulations O Polach Bombardier Transportation Limited, Zürcherstrasse 41, PO Box 8401, Winterthur, Switzerland The manuscript was
More informationPhysics Lecture 21 - Speed Loss from Wheel Bumps
PERMISSION TO PRINT RESEARCH COPIES GRANTED BY JOBE CONSULTING LLC 1 Physics Lecture 21 - Speed Loss from Wheel Bumps Introduction If you go to the website forum called PWD Racing I have been honored to
More informationFRICTION COEFFICIENT ESTIMATION USING AN UNSCENTED KALMAN FILTER
FRICTION COEFFICIENT ESTIMATION USING AN UNSCENTED KALMAN FILTER Yunshi Zhao, Bo Liang and Simon Iwnicki Institute of Railway Research, University of Huddersfield Queensgate, Huddersfield, UK, HD13DH Y.Zhao@hud.ac.uk
More informationMASSACHUSETTS INSTITUTE OF TECHNOLOGY Physics Department. Experiment 03: Work and Energy
MASSACHUSETTS INSTITUTE OF TECHNOLOGY Physics Department Physics 8.01 Fall Term 2010 Experiment 03: Work and Energy Purpose of the Experiment: In this experiment you allow a cart to roll down an inclined
More informationINSTALLING TRAK SPORT TIRE CHAINS ON 20 MODEL 3 TIRES
INSTALLING TRAK SPORT TIRE CHAINS ON 20 MODEL 3 TIRES 2018 TESLA, INC. All rights reserved. All information in this document and all MODEL 3 software is subject to copyright and other intellectual property
More informationAnalysis of Local Vibration for High-Speed Railway Bridge Based on Finite Element Method
Send Orders for Reprints to reprints@benthamscience.ae 91 The Open Mechanical Engineering Journal, 214, 8, 91-915 Open Access Analysis of Local Vibration for High-Speed Railway Bridge Based on Finite Element
More informationNew Facilities for Multiphysics Modelling in Opera-3d version 16 By Chris Riley
FEA ANALYSIS General-purpose multiphy sics design and analy sis softw are for a w ide range of applications OPTIMIZER A utomatically selects and manages multiple goalseeking algorithms INTEROPERABILITY
More informationDerailment Safety Evaluation by Analytic Equations
PAPER Derailment Safety Evaluatin by Analytic Equatins Hideyuki TAKAI General Manager, Track Technlgy Div. Hirnari MURAMATSU Assistant Senir Researcher, Track Gemetry & Maintenance, Track Technlgy Div.
More informationNINE CHOICE SERIAL REACTION TIME TASK
instrumentation and software for research NINE CHOICE SERIAL REACTION TIME TASK MED-STATE NOTATION PROCEDURE SOF-700RA-8 USER S MANUAL DOC-025 Rev. 1.3 Copyright 2013 All Rights Reserved MED Associates
More informationDynamic analysis of wind-vehicle-bridge system based on rigid-flexible coupling method
Dynamic analysis of wind-vehicle-bridge system based on rigid-flexible coupling method * Xin-yu Xu 1) and Yong-le Li 2) 1), 2) Department of Bridge Engineering, Southwest Jiaotong University, Chengdu 610031,
More informationThe Pennsylvania State University. The Graduate School. Department of Civil and Environmental Engineering
The Pennsylvania State University The Graduate School Department of Civil and Environmental Engineering FIELD AND ANALYTICAL INVESTIGATION OF A 3D DYNAMIC TRAIN-TRACK INTERACTION MODEL AT CRITICAL SPEEDS
More informationInformation Analysis of Rail Track for Predictive Maintenance
Information Analysis of Rail Track for Predictive Maintenance R B FAIZ, S.SINGH Department of Computer Science Loughborough University Leicestershire, LE11 3TU GREAT BRITAIN R.Faiz @lboro.ac.uk, S.Singh@lboro.ac.uk
More informationUSER S MANUAL 1D Seismic Site Response Analysis Example University of California: San Diego August 30, 2017
USER S MANUAL 1D Seismic Site Response Analysis Example http://www.soilquake.net/ucsdsoilmodels/ University of California: San Diego August 30, 2017 Table of Contents USER'S MANUAL TABLE OF CONTENTS Page
More informationRail surface crack initiation analysis using multi-scale coupling approach
Rail surface crack initiation analysis using multi-scale coupling approach Y. Ma, V.L. Markine, A.A. Mashal Section of Railway Engineering, Faculty of Civil Engineering and Geosciences, Delft University
More informationNew Dutch assessment of rail welding geometry
New Dutch assessment of rail welding geometry Michaël Steenbergen, Researcher Railway Engineering and Coenraad Esveld, Professor of Railway Engineering, TU Delft and Rolf Dollevoet, ProRail Delft University
More informationDoes a critical speed for railroad vehicles exist?
Downloaded from orbit.dtu.dk on: Dec 06, 2017 Does a critical speed for railroad vehicles exist? True, Hans Published in: Proceedings of the ASME/IEEE Joint Railroad Conference Link to article, DOI: 10.1109/RRCON.1994.289013
More informationPing Li and Roger Goodall
Control, University of Bath, UK, September MODEL-BASED CONDITION MONITORING FOR RAILWAY VEHICLE SYSTEMS Ping Li and Roger Goodall Department of Electronic and Electrical Engineering, Loughborough University,
More informationPAID INVOICE TAX REPORT
PAID INVOICE TAX REPORT The documentation in this publication is provided pursuant to a Sales and Licensing Contract for the Prophet 21 System entered into by and between Prophet 21 and the Purchaser to
More informationMEASUREMENT OF INTERACTION FORCES BETWEEN WHEEL AND RAIL ON AN EXTREME TRAIN WHEELSET
MEASUREMENT OF INTERACTION FORCES BETWEEN WHEEL AND RAIL ON AN EXTREME TRAIN WHEELSET R.A. Cláudio, J. Duarte Silva, A.J. Valido, P.J. Moita Department of Mechanical Engineering Escola Superior de Tecnologia
More informationDemonstrate knowledge of a track warrant control (TWC) system
Demonstrate knowledge of a track warrant control (TWC) system 19394 version 2 Page 1 of 5 Level 4 Credits 6 Purpose People credited with this unit standard are able to: demonstrate knowledge of the principles
More informationEffect of rail unevenness correlation on the prediction of ground-borne vibration from railways
Effect of rail unevenness correlation on the prediction of ground-borne vibration from railways Evangelos Ntotsios; David Thompson Institute of Sound and Vibration Research, University of Southampton,
More informationPhysics 1050 Experiment 6. Moment of Inertia
Physics 1050 Moment of Inertia Prelab uestions These questions need to be completed before entering the lab. Please show all workings. Prelab 1 Sketch a graph of torque vs angular acceleration. Normal
More informationA numerical and experimental study on the factors that influence heat partitioning in disc brakes
A numerical and experimental study on the factors that influence heat partitioning in disc brakes Item Type Conference paper Authors Loizou, Andreas; Qi, Hong Sheng; Day, Andrew J. Citation Loizou, A.,
More informationUniversity of Huddersfield Repository
University of Huddersfield Repository Malviya, Vihar, Gundala, Naresh and Mishra, Rakesh Effect of cross wind on aerodynamic coefficients of ground vehicles. Original Citation Malviya, Vihar, Gundala,
More information