Determination of Swept Envelope for the Tram

Size: px
Start display at page:

Download "Determination of Swept Envelope for the Tram"

Transcription

1 Determination of Swept Envelope for the Tram Tomas Załuski, Albert Szałajko, Grzegorz Fira, Augsburg, 8-9 October

2 Content Problem description Tool for determination of swept envelope Main assumptions Preparation of MBS Tram model On track scenario Example of results First stage of swept envelope evaluation Second stage of swept envelope evaluation Third stage of swept envelope evaluation Conclusions and future works 2

3 Problem description Determination of swept envelope of railway vehicles is decisive while designing vehicle and infrastructure basing on technical specification. Determination of train gauge is less complicated in comparison with tram gauge. Tram gauge changes along the track, inside arcs and transition curves. Example of a zone with variable reference profile for static gauge Source: PN-K-92008:1998 Tram kinematic gauge 3

4 Problem description Analytic approach for kinematic gauge analysis according to EN :2013 realized using ECE tool (dedicated for railway vehicles). For kinematic gauge analysis of tram vehicle according to PN-K-92008:1998, ECE tool is useless. 4

5 Tool for determination of swept envelope: Main assumptions Main assumptions: Possibility to define several cross sections of tram vehicle for checking position on the track. A tool should allow to evaluate position of all defined cross sections for determined step track distance. Possibility to define maximum displacement (in vertical and lateral direction) of critical points on the all defined cross sections. Generation of swept envelope as pictures and ASCII files, and also as 3D geometry for each defined cross section. 5

6 Tool for determination of swept envelope: Preparation of MBS Tram model Defined cross sections of tram carbodies based on CAD geometry. MBS model with Markers on each cross section. 6

7 Tool for determination of swept envelope: Preparation of MBS Tram model MBS model of tram: Complete analyzed model with trailer, motor bogies and intercar connections (each carbody is supported by one bogie). Motor bogie model include all kinematic connections, flexibility, stiffness and damping characteristics. Additional body (as dummy) connected to the track by joint 07 or 09 with one degree of freedom and located behind of last defined cross section. Defined sensors for measuring of position in three dimensions for each marker located on cross sections relative to the Isys. Appropriate value for integration step-size should be set up. 7

8 Cant [m] Tool for determination of swept envelope: On track scenario 0,15 0,1 0,05 Track radius 20m, cant 115mm, velocity 20 km/h Track radius 25m, cant 130mm, velocity 20 km/h 0-0,05-0,1-0, On track position [m] On track position [m] Cant [m] Curvature [1/m] 0,1 Track radius 50m, cant 0mm, velocity 20 km/h Track radius 100m, cant 90mm, velocity 40 km/h 0,05 0-0,05-0, On track position [m] On track position [m] 8

9 Example of results: First stage of swept envelope evaluation Export data from MBS simulation (data are exported in time domain): Track centerline position according to Isys (longitudinal, lateral, vertical). Position of all Markers according to Isys (longitudinal, lateral, vertical). Initial position of each cross section. Range of track section for swept envelope evaluation. 9

10 Track centerline Track centerline Track centerline Track centerline Example of results: First stage of swept envelope evaluation Track radius 20m, cant 115mm, velocity 20 km/h Track radius 25m, cant 130mm, velocity 20 km/h Track radius 50m, cant 0mm, velocity 20 km/h Track radius 100m, cant 90mm, velocity 40 km/h 10

11 Example of results: Second stage of swept envelope evaluation Data required for second stage of evaluation: Results from first stage. Information about track layout (position of transition curve, cant value). 11

12 Position from top of rail [m] Example of results: Second stage of swept envelope evaluation 3,5 Track radius 20m, velocity 20 km/h beginning of curve Cant 115 [mm] Cant 20 [mm] 3 2,5 2 1,5 1 0, ,5-1 -0,5 0 0,5 1 1,5 2 Position from track centerline [m] 12

13 Position from top of rail [m] Example of results: Second stage of swept envelope evaluation 3,5 Track radius 25m, velocity 20 km/h end of curve Cant 130 [mm] Cant 20 [mm] 3 2,5 2 1,5 1 0, ,5-1 -0,5 0 0,5 1 1,5 2 Position from track centerline [m] 13

14 Position from top of rail [m] Example of results: Second stage of swept envelope evaluation 3,5 Track radius 100m, velocity 40 km/h center of curve Cant 90 [mm] Cant 15 [mm] 3 2,5 2 1,5 1 0, ,5-1 -0,5 0 0,5 1 1,5 2 Position from track centerline [m] 14

15 Example of results: Third stage of swept envelope evaluation Automatic creation of the data for 3D modeling Semi-automatic creation of the 3D model of the envelope 15

16 Conclusions and future work Conclusions: In-house developed Matlab/Octave routine allow to predict shape of swept envelope. Method can be implemented into SIMPACK since it requires sensor measurements with respect to specified coordinate system. Data processing allows to verify which points on the vehicle contour have the maximum displacements and level of displacements. Dynamic envelope for choosing position on track can be drawn. Future work: Adding to Matlab/Octave routine statistical analysis. Developing of generating 3D envelope model. Adding to postprocessing special running conditions (sidewind effects, secondary suspension failure ect.). 16

17 Thank You for Your Attention

Methods 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 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 information

DESIGN OF A HIGH SPEED TRAIN USING A MULTIPHYSICAL APPROACH

DESIGN 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 information

Dynamic 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 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 information

Derailment Safety Evaluation by Analytic Equations. Summary

Derailment 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 information

Linear Analysis of Railway Vehicle as Mechatronic System

Linear Analysis of Railway Vehicle as Mechatronic System Linear Analysis of Railway Vehicle as Mechatronic System Dr. Heinz-Peter Kotz TS BG EN Separated worlds and how to reunify them Power Line Line Filters Converter Power Train Carbody Bogie Wheel-Rail Noise

More information

Vibration Characteristics of the Platform in highspeed Railway Elevated Station

Vibration Characteristics of the Platform in highspeed Railway Elevated Station TELKOMNIKA, Vol.11, No.3, March 2013, pp. 1383 ~ 1392 e-issn: 2087-278X 1383 Vibration Characteristics of the Platform in highspeed Railway Elevated Station Wang Tie*, Wei Qingchao School of Civil Engineering,

More information

Fatigue Crack Analysis on the Bracket of Sanding Nozzle of CRH5 EMU Bogie

Fatigue 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 information

The Customer Driven Development of SIMPACK s Durability Interface

The Customer Driven Development of SIMPACK s Durability Interface The Customer Driven Development of SIMPACK s 5th SIMPACK User Meeting 2003 Stefan Dietz Content Problem Current Solutions in Comparison The Solution Implemented in SIMPACK Summary and Conclusion To Do

More information

The Running Behaviour of an Elastic Wheelset

The 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 information

5.5 Exercises for This Chapter Two-Axle Vehicle on Cosine Track Two-Axle Vehicle on Generally Periodic Track...

5.5 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 information

Validation of a Matlab Railway Vehicle Simulation using a Scale Roller Rig

Validation 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 information

Numerical prediction of track

Numerical 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 information

Correlation 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 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 information

STUDY OF EFFECTS OF VIBRATIONS CAUSED BY RAILWAY TRAFFIC TO BUILDINGS

STUDY 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 information

FULL SCALE TESTS AND STRUCTURAL EVALUATION OF SOIL-STEEL FLEXIBLE CULVERTS FOR HIGH-SPEED RAILWAYS

FULL SCALE TESTS AND STRUCTURAL EVALUATION OF SOIL-STEEL FLEXIBLE CULVERTS FOR HIGH-SPEED RAILWAYS II European Conference BURIED FLEXIBLE STEEL STRUCTURES Rydzyna 3-4.4.1 FULL SCALE TESTS AND STRUCTURAL EVALUATION OF SOIL-STEEL FLEXIBLE CULVERTS FOR HIGH-SPEED RAILWAYS Andreas ANDERSSON*, Håkan SUNDQUIST**,

More information

VTAC calculator: Guidance note for determining T values

VTAC calculator: Guidance note for determining T values 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

More information

DYNAMIC CHARACTERISTICS STUDY AND VIBRATION CONTROL OF MODERN TRAM TRACK SYSTEM

DYNAMIC 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 information

MODELLING OF ROAD VEHICLE-BRIDGE INTERACTION USING A COMPOUND MULTIBODY/FINITE ELEMENT AP- PROACH

MODELLING OF ROAD VEHICLE-BRIDGE INTERACTION USING A COMPOUND MULTIBODY/FINITE ELEMENT AP- PROACH 23 rd International Congress on Sound & Vibration Athens, Greece 10-14 July 2016 ICSV23 MODELLING OF ROAD VEHICLE-BRIDGE INTERACTION USING A COMPOUND MULTIBODY/FINITE ELEMENT AP- PROACH Ľuboš Daniel, Ján

More information

University of Huddersfield Repository

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 information

Experimental validation of a numerical model for subway induced vibrations

Experimental validation of a numerical model for subway induced vibrations Experimental validation of a numerical model for subway induced vibrations S. Gupta, G. Degrande, G. Lombaert Department of Civil Engineering, K.U.Leuven, Kasteelpark Arenberg, B-3001, Leuven, Belgium

More information

International Journal of Railway Research, Vol.1, No1, pp International Journal of. Railway Research

International Journal of Railway Research, Vol.1, No1, pp International Journal of. Railway Research International Journal of Railway Research, Vol.1, No1, pp 11-18 International Journal of Railway Research Influences of Railway Track Geometry Parameters on Ground-Borne Vibration J. Sadeghi 1,*, M.H.

More information

Suggestion of Impact Factor for Fatigue Safety Assessment of Railway Steel Plate Girder Bridges

Suggestion of Impact Factor for Fatigue Safety Assessment of Railway Steel Plate Girder Bridges Suggestion of Impact Factor for Fatigue Safety Assessment of Railway Steel Plate Girder Bridges 1 S.U. Lee, 2 J.C. Jeon, 3 K.S. Kyung Korea Railroad, Daejeon, Korea 1 ; CTC Co., Ltd., Gunpo, Kyunggi, Korea

More information

Dynamic Simulation of the EMS Maglev Vehicle-Guideway-Controller Coupling System

Dynamic Simulation of the EMS Maglev Vehicle-Guideway-Controller Coupling System Dynamic Simulation of the EMS Maglev Vehicle-Guideway-Controller Coupling System Wanming ZHAI*, Chunfa ZHAO**, Chengbiao CAI** * National Power Traction Lab, Southwest Jiaotong University, Chengdu 610031,

More information

Overhead catenary system-pantograph coupled system dynamics modelling and analysis

Overhead catenary system-pantograph coupled system dynamics modelling and analysis Acta Technica 62 (2017), No. 6A, 109 118 c 2017 Institute of Thermomechanics CAS, v.v.i. Overhead catenary system-pantograph coupled system dynamics modelling and analysis Luo Jianguo 2, Liu Hang 2, 4,

More information

Transportation 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 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 information

Testing 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 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 information

Experimental 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 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 information

Application of nonlinear stability analysis in railway vehicle industry

Application 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 information

CHARACTERISTICS OF WAVE PROPAGATION ON THE SOFT GROUND WITH NON-FLAT BASE -FROM THE VIEW POINT OF RAILWAY VEHICLE DYNAMIC BEHAVIOR-

CHARACTERISTICS OF WAVE PROPAGATION ON THE SOFT GROUND WITH NON-FLAT BASE -FROM THE VIEW POINT OF RAILWAY VEHICLE DYNAMIC BEHAVIOR- October 2-7, 28, Beijing, China CHARACTERISTICS OF WAVE PROPAGATION ON THE SOFT GROUND WITH NON-FLAT BASE -FROM THE VIEW POINT OF RAILWAY VEHICLE DYNAMIC BEHAVIOR- T. Kawanishi, Y. Murono 2, T. Miyamoto

More information

Special edition paper

Special edition paper Development of New Aseismatic Structure Using Escalators Kazunori Sasaki* Atsushi Hayashi* Hajime Yoshida** Toru Masuda* Aseismatic reinforcement work is often carried out in parallel with improvement

More information

Research on Threshold Value of Seismic Urgent Handling System of High-speed Handling Railway System Train of

Research on Threshold Value of Seismic Urgent Handling System of High-speed Handling Railway System Train of Research on Threshold Value of Seismic Urgent Handling System of High-speed Handling Railway System Train of Guo Endong 1, Hong Guanglei 2, Meng Yufei 2, Liu Zhi 3, Gao Lin 2 1 Professor, Key Laboratory

More information

ENERGY HARVESTING FROM TRAIN VIBRATIONS

ENERGY HARVESTING FROM TRAIN VIBRATIONS 11 th International Conference on Vibration Problems M. Ghandchi Tehrani et al. Lisbon, Portugal, 9-12 September 2013 ENERGY HARVESTING FROM TRAIN VIBRATIONS M. Ghandchi Tehrani* 1, G. Gatti 2, M. J. Brennan

More information

Develop and implement harmonised noise assessment methods

Develop and implement harmonised noise assessment methods Note Project Concerns Source Modules Rail Architecture Ref.number Version 8 Date 7 July 2014 Handled by - - Contact Th.J.B. (Theo) Verheij E-mail ve@dgmr.nl 1. Introduction This report gives the architecture

More information

Analysis of Local Vibration for High-Speed Railway Bridge Based on Finite Element Method

Analysis 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 information

Integration of measured receptance into a time domain simulation of a Multi Body Model using SIMPACK

Integration of measured receptance into a time domain simulation of a Multi Body Model using SIMPACK Fakultät Maschinenwesen Professur für Dynamik und Mechanismentechnik Integration of measured receptance into a time domain simulation of a Multi Body Model using SIMPACK Dipl.-Ing. Johannes Woller Prof.

More information

Influences of car body vertical flexibility on ride quality of passenger railway vehicles

Influences of car body vertical flexibility on ride quality of passenger railway vehicles Loughborough University Institutional Repository Influences of car body vertical flexibility on ride quality of passenger railway vehicles This item was submitted to Loughborough University's Institutional

More information

CASE STUDIES IN RAILWAY CONSTRUCTION

CASE STUDIES IN RAILWAY CONSTRUCTION MSC COURSE 2016/2017 AUTUMN SEMESTER CASE STUDIES IN RAILWAY CONSTRUCTION RAILWAY SUPERSTRUCTURE CALCULATION ZIMMERMANN-EISENMANN METHOD SZÉCHENYI ISTVÁN UNIVERSITY Zoltán MAJOR junior lecturer Conventional

More information

Contents 1 INTRODUCTION 1 I THEORY AND APPLICATIONS. 4 2 MULTIAXIAL FATIGUE (literature review) CLASSIFICATIONS OF THE METHODS

Contents 1 INTRODUCTION 1 I THEORY AND APPLICATIONS. 4 2 MULTIAXIAL FATIGUE (literature review) CLASSIFICATIONS OF THE METHODS Zwischenbericht ZB-119 A MULTIAXIAL FATIGUE METHOD AND ITS APPLICATION TO A RADIAL-ELASTIC RAILWAY WHEEL Nicola Pederzolli Matr. 392709 Advisors: Prof. Dr. Ing. W. Schiehlen Dipl. Ing. H. Claus University

More information

inter.noise 2000 The 29th International Congress and Exhibition on Noise Control Engineering August 2000, Nice, FRANCE

inter.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 information

Instrumentation Techniques for Studying the Horizontal * Behavior of High-Speed Railways

Instrumentation Techniques for Studying the Horizontal * Behavior of High-Speed Railways Procedia Engineering Volume 143, 16, Pages 87 879 Advances in Transportation Geotechnics 3. The 3rd International Conference on Transportation Geotechnics (ICTG 16) Instrumentation Techniques for Studying

More information

1 Introduction. Abstract

1 Introduction. Abstract Abstract This paper reports results from a numerical model to calculate subgrade settlement in railway tracks due to repeated dynamic loading. The trains are modelled as rigid body 2-axle carriages on

More information

Effect 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 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 information

Modeling of Pantograph-Catenary dynamic stability

Modeling of Pantograph-Catenary dynamic stability Technical Journal of Engineering and Applied Sciences Available online at www.tjeas.com 2013 TJEAS Journal-2013-3-14/1486-1491 ISSN 2051-0853 2013 TJEAS Modeling of Pantograph-Catenary dynamic stability

More information

Research on the Detecting System of High-speed Railway Wheel Defect based on Laser Method

Research on the Detecting System of High-speed Railway Wheel Defect based on Laser Method 8th World Conference on Nondestructive Testing, 6- April, Durban, South Africa esearch on the Detecting System of High-speed ailway Wheel Defect based on Laser Method Yangkai, Pengchaoyong,Wangli,GaoxiaorongWangzeyong,Zhangyu,Pengjianping

More information

University of Bristol - Explore Bristol Research. Publisher's PDF, also known as Version of record

University 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 information

Derailment of High Speed Trains Moving over Bridges under Earthquakes

Derailment 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 information

Spiral length design

Spiral length design Spiral length design Nazmul Hasan *1 1 SNC-AVAIN INC. Transportation Diision,1800-1075 West Georgia Street, Vanocuer, British Columbia, Canada V6E C9, Tel: 604-66-555, Fax: 604-66-7688, Nazmul.Hasan@snclaalin.com

More information

Measurement, Modelling and Simulation of Curve Squealing of Trains

Measurement, 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 information

Vibrations in buildings in the mid frequency range

Vibrations in buildings in the mid frequency range ABAV Studiedag Wie-doet-wat in het Belgisch akoestisch onderzoek? 23 februari 2011 Vibrations in buildings in the mid frequency range Hans Verbraken, Geert Degrande, Geert Lombaert hans.verbraken@bwk.kuleuven.be

More information

A SHORT INTRODUCTION TO ADAMS

A SHORT INTRODUCTION TO ADAMS A. AHADI, P. LIDSTRÖM, K. NILSSON A SHORT INTRODUCTION TO ADAMS FOR MECHANICAL ENGINEERS DIVISION OF MECHANICS DEPARTMENT OF MECHANICAL ENGINEERING LUND INSTITUTE OF TECHNOLOGY 2017 1 FOREWORD THESE EXERCISES

More information

ENGN 2340 Final Project Report. Optimization of Mechanical Isotropy of Soft Network Material

ENGN 2340 Final Project Report. Optimization of Mechanical Isotropy of Soft Network Material ENGN 2340 Final Project Report Optimization of Mechanical Isotropy of Soft Network Material Enrui Zhang 12/15/2017 1. Introduction of the Problem This project deals with the stress-strain response of a

More information

Armin Rasch * Abstract

Armin Rasch * Abstract Optimization strategy for the identification of elastomer parameters of truck mountings for the improved adjustment of Multi-Body Simulation data with measured values on rough road conditions Armin Rasch

More information

Effect 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 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 information

Experimental validation of numerical modelling of the bridge track moving train system

Experimental validation of numerical modelling of the bridge track moving train system Computational Methods and Experimental Measurements XV 97 Experimental validation of numerical modelling of the bridge track moving train system P. Szurgott 1, M. Klasztorny 1, J. Grosel 2 & Z. Wojcicki

More information

Effect of periodicity of railway track and wheel rail interaction on wheelset track dynamics

Effect 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 information

A Basic Study on Wheel Flange Climbing using Model Wheelset

A 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 information

Transportation 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 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 information

Prediction of Ground Vibrations Induced by Urban Railway Traffic: An Analysis of the Coupling Assumptions Between Vehicle, Track, Soil, and Buildings

Prediction of Ground Vibrations Induced by Urban Railway Traffic: An Analysis of the Coupling Assumptions Between Vehicle, Track, Soil, and Buildings Prediction of Ground Vibrations Induced by Urban Railway Traffic: An Analysis of the Coupling Assumptions Between Vehicle, Track, Soil, and Buildings Georges Kouroussis Université de Mons UMONS, Faculty

More information

The present paper concentrates on the results of in situ vibration measurements performed within the

The present paper concentrates on the results of in situ vibration measurements performed within the EXPERIMENTAL RESULTS OF FREE FIELD AND STRUCTURAL VIBRATIONS DUE TO UNDERGROUND RAILWAY TRAFFIC P. Chatterjee a, G. Degrande a, S. Jacobs a, J. Charlier b, P. Bouvet b and D. Brassenx c a K.U.Leuven, Department

More information

Geohazard risk assessment and asset management along railway corridors

Geohazard risk assessment and asset management along railway corridors Geohazard risk assessment and asset management along railway corridors BGC: Matt Lato, Pete Quinn, Mark Pritchard, Mike Porter and Sarah Newton IOC: Dominique Sirois BGC supports risk-based geohazard management

More information

ON THE DYNAMICS OF RAILWAY VEHICLES ON TRACKS WITH LATERAL IRREGULARITIES

ON 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 information

Dynamic analysis of rail track for high speed trains. 2D approach.

Dynamic analysis of rail track for high speed trains. 2D approach. Dynamic analysis of rail track for high speed trains. 2D approach. A. Gomes Correia & J. Cunha University of Minho, Department of Civil Engineering, Civil Engineering Centre, Guimarães, Portugal J. Marcelino

More information

A COMPARISON BETWEEN THE USE OF STRAIGHT AND CURVED BEAM ELEMENTS FOR MODELLING CURVED RAILWAY TRACKS

A COMPARISON BETWEEN THE USE OF STRAIGHT AND CURVED BEAM ELEMENTS FOR MODELLING CURVED RAILWAY TRACKS 11 th International Conference on Vibration Problems Z. Dimitrovová et.al. (eds.) Lisbon, Portugal, 9 12 September 2013 A COMPARISON BETWEEN THE USE OF STRAIGHT AND CURVED BEAM ELEMENTS FOR MODELLING CURVED

More information

Vibration analysis of concrete bridges during a train pass-by using various models

Vibration analysis of concrete bridges during a train pass-by using various models Journal of Physics: Conference Series PAPER OPEN ACCESS Vibration analysis of concrete bridges during a train pass-by using various models To cite this article: Qi Li et al 2016 J. Phys.: Conf. Ser. 744

More information

Analysis of Critical Speed Yaw Scuffs Using Spiral Curves

Analysis 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 information

Electrical City Bus: Functional Safety through Driving Tests and Simulations

Electrical City Bus: Functional Safety through Driving Tests and Simulations Electrical City Bus: Functional Safety through Driving Tests and Simulations SAE 2017 Hybrid and Electric Vehicle Technologies Symposium Albert Tuertscher, Rolf Mueller, Tobias Oeser, Christian Gnandt

More information

Traffic Modelling for Moving-Block Train Control System

Traffic Modelling for Moving-Block Train Control System Commun. Theor. Phys. (Beijing, China) 47 (2007) pp. 601 606 c International Academic Publishers Vol. 47, No. 4, April 15, 2007 Traffic Modelling for Moving-Block Train Control System TANG Tao and LI Ke-Ping

More information

The effect of unsteady crosswind forces on train dynamic behaviour

The effect of unsteady crosswind forces on train dynamic behaviour EACWE 5 lorence, Italy 19 th 3 rd July 009 lying Sphere image Museo Ideale L. Da Vinci The effect of unsteady crosswind forces on train dynamic behaviour C.J. Baker School of Civil Engineering, University

More information

interaction and ground borne vibration Excitation mechanisms of train/track Structural Mechanics, Department of Civil Engineering, KU Leuven

interaction and ground borne vibration Excitation mechanisms of train/track Structural Mechanics, Department of Civil Engineering, KU Leuven RIVAS Training Workshop 9//23, Hotel Bloom, Brussels, Belgium "Reducing railway induced ground vibration by controlling the source" Excitation mechanisms of train/track interaction and ground borne vibration

More information

Journal of Sound and Vibration

Journal of Sound and Vibration Journal of Sound and Vibration 33 (211) 2237 2248 Contents lists available at ScienceDirect Journal of Sound and Vibration journal homepage: www.elsevier.com/locate/jsvi Reducing slab track vibration into

More information

Ranking Verification Counterexamples: An Invariant guided approach

Ranking Verification Counterexamples: An Invariant guided approach Ranking Verification Counterexamples: An Invariant guided approach Ansuman Banerjee Indian Statistical Institute Joint work with Pallab Dasgupta, Srobona Mitra and Harish Kumar Complex Systems Everywhere

More information

Machine 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 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 information

Estimation of the characteristic of contact line uplift and strain in the neighborhood of a tunnel inlet by computer simulation

Estimation of the characteristic of contact line uplift and strain in the neighborhood of a tunnel inlet by computer simulation Computers in Railways XIII 147 Estimation of the characteristic of contact line uplift and strain in the neighborhood of a tunnel inlet by computer simulation Y. Sugama1, K. Shimizu1 & S. Amari 1 Railway

More information

High Density Area Boundary Delineation

High Density Area Boundary Delineation High Density Area Boundary Delineation John Hathaway, John Wilson, and Brent Pulsipher (PNNL) Sean A. McKenna and Barry Roberts (SNL) 2008 Partners in Environmental Technology Technical Symposium & Workshop

More information

REGULATION OF THE DYNAMIC LIVE LOAD FAC- TOR FOR CALCULATION OF BRIDGE STRUCTURES ON HIGH-SPEED RAILWAY MAINLINES

REGULATION OF THE DYNAMIC LIVE LOAD FAC- TOR FOR CALCULATION OF BRIDGE STRUCTURES ON HIGH-SPEED RAILWAY MAINLINES Vol. 13, Issue 1/2017, 12-19, DOI: 10.1515/cee-2017-0002 REGULATION OF THE DYNAMIC LIVE LOAD FAC- TOR FOR CALCULATION OF BRIDGE STRUCTURES ON HIGH-SPEED RAILWAY MAINLINES Leonid K. DYACHENKO 1,*, Andrey

More information

We provide two sections from the book (in preparation) Intelligent and Autonomous Road Vehicles, by Ozguner, Acarman and Redmill.

We provide two sections from the book (in preparation) Intelligent and Autonomous Road Vehicles, by Ozguner, Acarman and Redmill. We provide two sections from the book (in preparation) Intelligent and Autonomous Road Vehicles, by Ozguner, Acarman and Redmill. 2.3.2. Steering control using point mass model: Open loop commands We consider

More information

The Train Dynamics of Wheel Rail Contact and Longitudinal Lateral Interaction between Vehicles

The 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 information

Members Subjected to Torsional Loads

Members Subjected to Torsional Loads Members Subjected to Torsional Loads Torsion of circular shafts Definition of Torsion: Consider a shaft rigidly clamped at one end and twisted at the other end by a torque T = F.d applied in a plane perpendicular

More information

SOP Release. FEV Chassis Reliable Partner in Chassis Development. FEV Chassis Applications and Activities. Concept Layout. Design

SOP Release. FEV Chassis Reliable Partner in Chassis Development. FEV Chassis Applications and Activities. Concept Layout. Design CHASSIS Reliable Partner in Chassis Development FEV Chassis Applications and Activities Founded in 1978, FEV is an internationally recognized leader in the design and development of internal combustion

More information

Design of an Innovative Acoustic Metamaterial

Design of an Innovative Acoustic Metamaterial Design of an Innovative Acoustic Metamaterial PAVLOS MAVROMATIDIS a, ANDREAS KANARACHOS b Electrical Engineering Department a, Mechanical Engineering Department b Frederick University 7 Y. Frederickou

More information

Contents. Chapter 1 Introduction Chapter 2 Unacceptable Cam Curves Chapter 3 Double-Dwell Cam Curves... 27

Contents. Chapter 1 Introduction Chapter 2 Unacceptable Cam Curves Chapter 3 Double-Dwell Cam Curves... 27 Contents Chapter 1 Introduction... 1 1.0 Cam-Follower Systems... 1 1.1 Fundamentals... 1 1.2 Terminology... 4 Type of Follower Motion... 4 Type of Joint Closure... 4 Type of Follower... 5 Type of Cam...

More information

Vibro-acoustic Analysis for Noise Reduction of Electric Machines

Vibro-acoustic Analysis for Noise Reduction of Electric Machines Vibro-acoustic Analysis for Noise Reduction of Electric Machines From Flux to OptiStruct Example : Synchronous Machine Flux 2D coupling to OptiStruct Patrick LOMBARD Application Team Manager Patrick.Lombard@cedrat.com

More information

EE C247B / ME C218 INTRODUCTION TO MEMS DESIGN SPRING 2014 C. Nguyen PROBLEM SET #4

EE C247B / ME C218 INTRODUCTION TO MEMS DESIGN SPRING 2014 C. Nguyen PROBLEM SET #4 Issued: Wednesday, Mar. 5, 2014 PROBLEM SET #4 Due (at 9 a.m.): Tuesday Mar. 18, 2014, in the EE C247B HW box near 125 Cory. 1. Suppose you would like to fabricate the suspended cross beam structure below

More information

Track stiffness assessment. Abstract

Track stiffness assessment. Abstract Track stiffness assessment Alain Robinet, Engineering Department, SNCF, France Email: alain.robinet@sncf.fr Mohsen Hosseingholian, Civil Engineering Department, University of Caen, France Email: mhosseingholian@yahoo.com

More information

Research of friction indices influence on the freight car dynamics

Research 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 information

A Time-Domain Model for the Study of High-Frequency Wheelset Track Interaction

A Time-Domain Model for the Study of High-Frequency Wheelset Track Interaction DOI 10.1007/s40864-017-0049-1 http://www.urt.cn/ ORIGINAL RESEARCH PAPERS A Time-Domain Model for the Study of High-Frequency Wheelset Track Interaction Wenshan Fang 1 José Martinez-Casas 2 Stefano Bruni

More information

Motion of a Point. Figure 1 Dropped vehicle is rectilinear motion with constant acceleration. Figure 2 Time and distance to reach a speed of 6 m/sec

Motion of a Point. Figure 1 Dropped vehicle is rectilinear motion with constant acceleration. Figure 2 Time and distance to reach a speed of 6 m/sec Introduction Motion of a Point In this chapter, you begin the subject of kinematics (the study of the geometry of motion) by focusing on a single point or particle. You utilize different coordinate systems

More information

Dynamic behaviour of a steel plate girder railroad bridge with rail joints

Dynamic 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 information

A NEW SAFETY PHILOSOPHY FOR CWR

A NEW SAFETY PHILOSOPHY FOR CWR Coenraad Esveld Page 1 of 6 A NEW SAFETY PHILOSOPHY FOR CWR Coenraad Esveld Professor of Railway Engineering TU Delft From 1992 to 1997 the ERRI Committee D 202 carried out an extensive study on the behaviour

More information

MEASUREMENT 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 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 information

On some rotor-dynamical phenomena of high-speed trains

On some rotor-dynamical phenomena of high-speed trains Arch Appl Mech DOI 10.1007/s00419-014-0966-3 SPECIAL Roman Bogacz Włodzimierz Kurnik On some rotor-dynamical phenomena of high-speed trains Received: 9 December 2013 / Accepted: 31 July 2014 The Author(s)

More information

CONVURT PROJECT - EXPERIMENTAL RESULTS OF FREE FIELD AND STRUCTURAL VIBRATIONS DUE TO UNDERGROUND RAILWAY TRAFFIC G. Degrande a, P. Chatterjee a, S. Jacobs a, J. Charlier b, P. Bouvet b and D. Brassenx

More information

The sensitivity of repeated profile measurements to pavement unevenness and surface conditions

The sensitivity of repeated profile measurements to pavement unevenness and surface conditions CONTROL ENGINEERING The sensitivity of repeated profile measurements to pavement unevenness and surface conditions ENEA SOGNO and MICHELE MORI Prague, 20.10.2016 Summary The company Business sectors Accreditation

More information

Train Localization by Mutual Correction of Acceleration and Interior Sound

Train Localization by Mutual Correction of Acceleration and Interior Sound 6 th International Conference on Advances in Experimental Structural Engineering 11 th International Workshop on Advanced Smart Materials and Smart Structures Technology August 1-2, 2015, University of

More information

Evaluation of bogie centre bowl friction models in the context of safety against derailment simulation predictions

Evaluation 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 information

Varuvan Vadivelan. Institute of Technology LAB MANUAL. : 2013 : B.E. MECHANICAL ENGINEERING : III Year / V Semester. Regulation Branch Year & Semester

Varuvan Vadivelan. Institute of Technology LAB MANUAL. : 2013 : B.E. MECHANICAL ENGINEERING : III Year / V Semester. Regulation Branch Year & Semester Varuvan Vadivelan Institute of Technology Dharmapuri 636 703 LAB MANUAL Regulation Branch Year & Semester : 2013 : B.E. MECHANICAL ENGINEERING : III Year / V Semester ME 6511 - DYNAMICS LABORATORY GENERAL

More information

Route 120 Build-out Analysis Using CommunityViz Scenario 360

Route 120 Build-out Analysis Using CommunityViz Scenario 360 Route 120 Build-out Analysis Using CommunityViz Scenario 360 Jennifer Lingeman CommunityViz Technical Resource Center UNH Complex Systems Research Center jennifer.lingeman@unh.edu NH GRANIT o Central GIS

More information

Module 3. Analysis of Statically Indeterminate Structures by the Displacement Method

Module 3. Analysis of Statically Indeterminate Structures by the Displacement Method odule 3 Analysis of Statically Indeterminate Structures by the Displacement ethod Lesson 14 The Slope-Deflection ethod: An Introduction Introduction As pointed out earlier, there are two distinct methods

More information

Recent results in tilt control design and assessment of high-speed railway vehicles

Recent 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 information

Ping Li and Roger Goodall

Ping 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 information