On the Validation of Cross-Wind Calculation Models for Railway vehicles

Similar documents
Design Calculation and Verification using SIMPACK Wheel/Rail

Simulation of railway track maintenance trains at MATISA

Simulation of a Narrow Gauge Vehicle using SIMPACK, Model Validation using Scaled Prototypes on Roller-Rig

Multi-Body Simulation of Powertrain Acoustics in the Full Vehicle Development

Influence of dynamic unbalance of wheelsets on the dynamic performance of high-speed cars

Results in rail research using SIMPACK

Multiphysics Modeling of Railway Pneumatic Suspensions

The track-friendly high-speed bogie developed within Gröna Tåget

Special edition paper

Design and Calculation of Fast-Running Shunting Locomotives

What is model validation? Overview about DynoTRAIN WP5. O. Polach Final Meeting Frankfurt am Main, September 27, 2013

ANALYSIS OF COMPLEX DRIVETRAINS USING SIMPACK - A WIDE RANGE OF APPLICATIONS - Salzburg, 18 May 2011

Track friendly vehicles - principles, advantages. Sebastian Stichel August 8, 2007

ALS (Active Lateral Suspension) By Bernard GAUTIER SNCF

Basics of Vehicle Truck and Suspension Systems and Fundamentals of Vehicle Steering and Stability

Influence of Kink Protection Systems on a Tram Passing Through Curve

Abstract In this paper, we developed a lateral damper to improve the running safety of railway vehicles

Railway Bogies with Radial Elastic Wheelsets

Switch design optimisation: Optimisation of track gauge and track stiffness

Permissible Track Forces for Railway Vehicles

Maximum Superelevation: Desirable, Allowable, and Absolute

Journal of Mechanical Systems for Transportation and Logistics

Sizes 50, 65, 80. Presence of internal channels for re-lubrication Large range of axis mounting accessories

Simulation of freight train during braking operation using SIMPACK

Effects of Buffer Friction on the Vehicle Behavior in Switch Series

Freight Gauge Nuances. Presented by Martin Osman 4 th November 2015

English version of. Executive Order on vehicles' technical compatibility with the rail network (Bekendtgørelse nr af 30. november 2012) Preface

Sizing criteria for cylinders and servocylinders

High Speed S&C Design and Maintenance

SIMPACK User Meeting May 2011 in Salzburg

SECTION 3 ROAD WORTHINESS ACCEPTANCE STANDARDS FOR RAIL FREIGHT VEHICLES

Analyses of the Additional Stiffness Function of the Traction Bar on the Vertical Dynamics Performance of Subway Vehicle

CHAPTER 4 : RESISTANCE TO PROGRESS OF A VEHICLE - MEASUREMENT METHOD ON THE ROAD - SIMULATION ON A CHASSIS DYNAMOMETER

2. Test Centre VUZ Velim Cerhenice

GM/RC2641. Recommendations for Vehicle Static Testing. Railway Group Recommendations for GM/RT2141. Uncontrolled When Printed.

PARALLEL INDEX DRIVES TP Series

The AGV, a cutting-edge technology integrator

Use of Simpack at the DaimlerChrysler Commercial Vehicles Division

Development of Track-Friendly Bogies for High Speed

3.1 General equations

Improvements of Existing Overhead Lines for 180km/h operation of the Tilting Train

JR EAST, a passenger railway company, is the largest railway company in JAPAN

Multi-axial fatigue life assessment of high speed car body based on PDMR method

Period of validity: to Date of issue:

EUROPEAN UNION AGENCY FOR RAILWAYS Annex 1 006REC1025 V 1.0

Jokeri Operation Model. First results 02 February 2009

Presented by: Gary Wolf

Automotive NVH with Abaqus. Abaqus 2018

Overview of Test Procedure of HILS in Japan

Robots KR CYBERTECH With F and C Variants Specification

VERIFICATION & VALIDATION REPORT of MGS Barrier Impact with 1100C Vehicle Using Toyota Yaris Coarse FE Model

Experimental investigation on vibration characteristics and frequency domain of heavy haul locomotives

Big data for free (almost)

Railway Dynamics Studies at CITEF with SIMPACK

ISO INTERNATIONAL STANDARD. Wheelchairs Part 7: Measurement of seating and wheel dimensions

Integral Sliding Mode Control Design for High Speed Tilting Trains

India s comments/suggestions on Low Powered Vehicle Cycle designed by Heinz Steven. Z A Mujawar WLTP/DHC meeting on 29 th March 2012 at Ispra, Italy.

Nencki Bogie test stand NBT

BRIEF ON ELETRICAL MULIPLE UNITS (EMU)

Speed Limit on Railway Curves. (Use of SuperElevation on Railways)

Optimization and Design of Rail Vehicle Running Gear Components under Dynamic Loading

Comparison of different gearshift prescriptions

Jaroslav Maly & team CAE departament. AV ENGINEERING, a.s.

V&V OF ANALYSIS RESULTS CREATED DURING DEVELOPMENT OF A MINE TRUCK AT ATLAS COPCO ROCK DRILLS AB. By Jari Hyvärinen/RCT

Proposal for amendments to ECE/TRANS/WP.29/GRVA/2019/9

Hardware Guide (USA) INFRASTRUCTURE FOR LIFE

Virtual human body model for fast safety assessment

WLTP. Proposal for a downscaling procedure for the extra high speed phases of the WLTC for low powered vehicles within a vehicle class

Modification of IPG Driver for Road Robustness Applications

Design and Validation of Hydraulic brake system for Utility Vehicle

July 10, 2007: 14h15: - Session 2c - Infrastructure

Explanation and Validation of the Flat Belt Method ENTWURF Fahrzeugtechnik Fahrleistung und Verbrauch EGNT/2

Driving techniques and strategies for freight trains

Dynamic vehicle response versus virtual transitions

Special edition paper

A Brake Pad Wear Control Algorithm for Electronic Brake System

Resistance of Railway Vehicles to Derailment and Roll-Over

Lighter and Safer Cars by Design

Development of Advanced Computational Models of Railway Vehicles

The SUSTRAIL high speed freight vehicle: Simulation of novel running gear design

INTELLIGENT ACTIVE ROLL CONTROL SHAUN TATE

Light. Fast. Flexible. SGW Small Components Gripper

Proposal for amendments to Regulation No.79 (Steering equipment)

DEVELOPMENT OF FINITE ELEMENT MODEL OF SHUNTING LOCOMOTIVE APPLICABLE FOR DYNAMIC ANALYSES

General Vehicle Information

Running dynamics of railway vehicles equipped with torsionally flexible axles and partially independently rotating wheels

Optimisation of Railway Wheel Profiles using a Genetic Algorithm

Dynamic Response of High-Speed-Moving Vehicle Subjected to Seismic Excitation Considering Passengers' Dynamics

KR 30, 60-4 KS; KR 60 L16-2 KS

A numerical DP module For design and operations

Safety evaluation for railway vehicles using an improved indirect measurement method of wheel rail forces

Special edition paper

Proposal for WLTP Tabulated Load Coefficients. Thomas B. Wagner,

TALENT 3 BATTERY TRAIN

SPMM OUTLINE SPECIFICATION - SP20016 issue 2 WHAT IS THE SPMM 5000?

Economic and Social Council

New measuring track curve in Wegberg-Wildenrath test and validation centre

Modeling of Radial-Ply Tire Rolling Resistance Based on Tire Dimensions, Inflation Pressure and Vertical Load

Figure 1. What is the difference between distance and displacement?

WP5 - Computational Mechanics B1 (ESP-N2) Barrier Steel N2 MAIN REPORT Volume 2 of 2

Transcription:

On the Validation of Cross-Wind Calculation Models for Railway vehicles Carsten Bußmann, Bombardier Transportation (Deutschland GmbH), Hennigsdorf SIMPACK User Meeting, May 2011, Salzburg

Introduction - cross wind calculations according to RIL 807 - for full vehicle since 4-car EMU with Jakobs bogies - set up of 4-car SIMPACK- model - verification of model by comparing calculation results with - measured sway coefficient from - scale - verification problems with sway test - measured wheel unloading from - test runs - scale - verification sucessful - verified model serves as basis for cross wind calculations 2

Cross wind calculations according to RIL 807 vehicle for v max = 160 km/h, conventional, non tilting RIL 807, Class D EMU with Jakobs bogies full vehicle for calculation 3

CWC reference for class D vehicle acc. to RIL 807 Characteristic Wind Curves reference vehicle class D max. wind speed in m/s 35 aq= 0,0 m/s² reference vehicle RIL class D aq= 1,0 m/s² reference vehicle RIL class D 33 30 28 25 23 20 120 130 140 150 160 running speed km/h CWC for reference vehicle RIL 807, Class D 4

SIMPACK calculation model: Full vehicle MBS- Vehicle model including - four car bodies with articulation - two conventional end bogies - three Jakobs bogies 5

SIMPACK calculation model: Bogies MBS- Bogie models - two point air spring leveling + anti roll bar - nonlinear lateral bump stop characteristic - vertical secondary spring limitation by emergency springs and lift stop 6

Cross wind forces according to RIL 807 Chinese Hat wind scenario acc. to RIL 807 applied with time shift on different car bodies 7

Model adaption to test vehicle: static wheel loads model adapted to measured static wheel loads from test runs on straight track by manipulating mass and center of gravity data 8

Model adaption to test vehicle: sway coefficient sway coefficient 0.14 0.12 0.10 0.08 0.06 0.04 Measurement half and full 4-car unit (anti roll bar stiffness adapted for calculation, EBG +11,7 % / JBG - 9,2 % ) 4-car unit 1 T2 and M2 4-car unit 2 T3 and M3 DB-Measurement forward DB-Measurement reverse 4-car unit calculation 0.02 0.00 T2BG V T2 BG IV M2 BG IV M2 BG III BG V BG IV BG III MBS- Model adapted to sway test results by manipulation of anti roll bar stiffness 9

Calculation of CWC according to RIL 807 Characteristic Wind Curves 4-car unit 45 4 car unit aq= 0,0 m/s² max. wind speed in m/s 40 35 30 25 4 car unit aq= 1,0 m/s² aq= 0,0 m/s² reference vehicle RIL class D aq= 1,0 m/s² reference vehicle RIL class D 20 80 90 100 110 120 130 140 150 160 running speed in km/h CWC show values worse than expected homologation critical 10

Model verification: wheel unloading on the scale Wheel unloading Comparison Scale Measurements, Bogie 1, Wheel Set 1 Bogie 1 70 8000 Wheel load Q in kn 65 60 55 18110912 MOS 2.5 R11 18110916 MOS 2.5 R11 18110914 MOS 2.5 R12 18110918 MOS 2.5 R12 2110914 COT 2.3 R11 2110906 COT 2.3 R11 2110905 50 COT 2.3 R12 2110907 COT 2.3 R12 19110912 COT 2.2 R11 18110916 COT 2.2 R11 19110910 COT 2.2 R12 19110914 COT 2.2 R12 10021003 NUE 4.X R12 9021004 NUE 4.X R12 45-1.25-1.00-0.75-0.50-0.25 0.00 0.25 0.50 0.75 1.00 1.25 lateral acceleration aq in m/s² W h eel load in kg 7500 7000 6500 6000 5500 5000 0.00 0.10 0.20 0.30 0.40 0.50 lateral acceleration in m/s² R12 R11 R22 R22 sway test with measurement of wheel unloading, - calculated wheel unloading wrong with anti roll bar stiffness adapted to reproduce sway coefficient - calculated wheel unloading o.k. with nominal anti roll bar stiffness 11

Explanation of nonlinear wheel unloading on the scale Wheel unloading Comparison Scale Measurements, Bogie 1, Wheel Set 1 70 65 Wheel load Q in kn 60 55 18110912 MOS 2.5 R11 18110916 MOS 2.5 R11 18110914 MOS 2.5 R12 18110918 MOS 2.5 R12 2110914 COT 2.3 R11 2110906 COT 2.3 R11 2110905 COT 2.3 R12 2110907 COT 2.3 R12 19110912 50 COT 2.2 R11 18110916 COT 2.2 R11 19110910 COT 2.2 R12 19110914 COT 2.2 R12 10021003 NUE 4.X R12 9021004 NUE 4.X R12 45-175 -125-75 -25 25 75 125 175 superelevation in mm roll angle 0.0 (0 mm) roll angle 1.5 (39.3mm) Application of cant leads to contact point jump between 40 and 65 mm due to scale measurement procedure. This suggests a nonlinear wheel unloading which does not occur during real test runs roll angle 2.5 (65.5mm) 12

Model verification: measured wheel unloading Wheel load changes Measurement test run, Bogie 1, Wheelset 1 Wheel load changes Measurment test run, Bogie 1, Wheelset 2 100 100 90 90 vertical wheel load Q in kn 80 70 60 50 40 30 20-1.5-1 -0.5 0 0.5 1 1.5 uncompansated lateral acceleration aq in m/s² Q11 curve right Q11 curve left Q12 curve right Q12 curve left Q11 CR regression test run Q11 CL regression test run Q12 CR regression test run Q12 CL regression test run Q11 CR - Sigma Q11 CL - Sigma vertical wheel load Q in kn 80 70 60 50 40 30 20-1.5-1 -0.5 0 0.5 1 1.5 uncompensated lateral acceleration aq in m/s² Q21 curve right Q21 curve left Q22 curve right Q22 curve left Q21 CR regression test run Q21 CL regression test run Q22 CR regression test run Q22 CL regression test run Q21 CR - Sigma Q21 CL - Sigma Q11 CR + Sigma Q11 CL + Sigma Q21 CR + Sigma Q21 CL + Sigma Q12 CR - Sigma Q12 CL - Sigma Q22 CR - Sigma Q22 CL - Sigma Q12 CR + Sigma Q12 CL + Sigma Q22 CR + Sigma Q22 CL + Sigma scale measurement Vers.: 9021004 Q12 scale measurement Vers.: 10021003 Q12 scale measurement Vers.: 9021004 Q22 scale measurement Vers.: 10021003 Q22 Wheel unloading from test runs coincides with scale results 13

Comparison of measured and calculated wheel unloading Wheel unloading in 400m-curve Comparison of test ride measurements and calculation Wheel unloading in 400m-curve Comparison of test ride measurements and calculation 110 110 100 100 vertical wheel load in kn 90 80 70 60 50 40 30 0 0.2 0.4 0.6 0.8 1 1.2 1.4 lateral acceleration aq in m/s² Q1i curve right Q1o curve left calculation 400m-curve right Q11 calculation 400m-curve left Q11 Q1o curve right Q1i curve left calculation 400m-curve right Q12 calculation 400m-curve left Q12 Radaufstandskraft q in kn 90 80 70 60 50 40 30 0 0.2 0.4 0.6 0.8 1 1.2 1.4 Querbeschleunigung aq in m/s² Q2i curve right Q2o curve left calculation 400m-curve right Q21 calculation 400m-curve left Q21 Q2o curve right Q2i curve left calculation 400m-curve right Q22 calculation 400m-curve left Q22 Q1o regression test run (400m<R<600m) Q1i regression test run (400m<R<600m) Q2o regression test run (400m<R<600m) Q2i regression test run (400m<R<600m) Q1o - sigma Q1o + sigma Q2o - sigma Q2o + sigma Q1i - sigma Q1i + sigma Q2i - sigma Q2i + sigma scale measurement Vers.: 9021004 4T-NUE Q12 scale measurement Vers.: 10021003 4T-NUE Q12 scale measurement Vers.: 9021004 4T-NUE Q22 scale measurement Vers.: 10021003 4T-NUE Q22 Good agreement of wheel unloading results from calculations and test 14

Recalculation of CWC with verified model Characteristic Wind Curves 4-car unit "Wheel Unloading" 45 4 car unit wheel unload., aq= 0.0 m/s² 4 car unit wheel unload., aq= 1.0 m/s² max. wind speed in m/s 40 35 30 25 aq= 0,0 m/s² reference vehicle RIL class D aq= 1,0 m/s² reference vehicle RIL class D 20 80 90 100 110 120 130 140 150 160 running speed in km/h CWC for verified model show higher cross wind stability homologation no longer critical 15