BSI PD CEN/TR 17792:2022
$215.11
Railway Applications. Wheel-rail contact geometry parameters. Technical report and background information about EN 15302
Published By | Publication Date | Number of Pages |
BSI | 2022 | 90 |
This document provides background information regarding the changes from EN 15302:2008+A1:2010 to the revised version dated 2021, including the reasons for decisions and additional explanation and guidance that is not appropriate in the standard. The range of equivalent conicity results obtained with different software tools is described. The additional wheel-rail contact parameters, rolling radii coefficient and nonlinearity parameter, are explained. More information is also provided on the different calculation methods and the updated reference profiles for the assessment. The influence of simplifications used in determination of equivalent conicity is discussed. To provide more information on the importance of considering the complete measurement and calculation process, methods for plausibility checks, eliminating outliers and assessing the uncertainty and repeatability of measurements are included as well as assessments of the smoothing process. Guidance is given on fields of application of the wheel-rail contact parameters, on the selection of appropriate reference profiles (choice of reference rail profile and rail inclination for assessing wheel profiles and vice versa) and on handling special cases. As some references in EN 14363 to wheel-rail contact test conditions have caused difficulties in understanding, clarifications issued by ERA are mentioned. Interpretation of equivalent conicity results, using tools such as conicity maps, is discussed and various approximations such as ‘quick conicity’ assessments are also described. Information is included on possible additional wheel-rail contact parameters, not yet ready for standardization, but where further experience is needed. NOTE In this document the commonly used term “wheel-rail contact geometry” is used as a synonym for the more precise term “wheelset-track contact geometry”.
PDF Catalog
PDF Pages | PDF Title |
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2 | undefined |
7 | 1 Scope 2 Normative references 3 Terms and definitions |
8 | 4 Overview of the most important changes made to EN 15302 4.1 List of main changes 4.2 Additional wheel-rail contact geometry parameters 4.2.1 Rolling radii coefficient 4.2.2 Nonlinearity parameter |
9 | 4.3 Methods for evaluation of equivalent conicity 4.4 Assessment of the smoothing process |
10 | 4.5 New assessment of the complete process 5 Technical background to and justification of changes in the revised EN 15302 5.1 Equivalent conicity 5.1.1 Review of equivalent conicity results obtained with different software tools |
13 | 5.1.2 Comparison with multibody system simulation results |
16 | 5.1.3 Influence of discretisation step size of the rolling radius difference function |
17 | 5.2 Rolling radii coefficient 5.2.1 Background |
19 | 5.2.2 Current method |
22 | 5.3 Nonlinearity parameter |
24 | 5.4 Calculation of equivalent conicity by two-step integration |
25 | 5.5 Calculation of equivalent conicity by direct integration of the kinematic equation of motion 5.6 Calculation of equivalent conicity by harmonic linearization |
27 | 5.7 Updated reference profiles and results based on analytical solutions |
29 | 5.8 Revised assessment of the smoothing process 5.9 Example for uncertainty assessment of the complete process |
33 | 5.10 Influence of simplifications 5.10.1 General 5.10.2 Wheelset roll movement (rotation around the longitudinal axis) |
38 | 5.10.3 Contact elasticity of wheel and rail |
41 | 6 Guidance for the application of the wheel-rail contact parameters given in EN 15302 6.1 Fields of application – Overview 6.2 General guidelines |
42 | 6.3 Selection of appropriate reference profiles for assessment of rail head profiles and/or wheel profiles 6.3.1 General 6.3.2 British Rail Research Survey 6.3.3 Reference profiles in the DynoTRAIN project |
44 | 6.3.4 Assessment of design wheel profiles and design rail profiles |
45 | 6.4 Development of equivalent conicity of wheelsets over mileage |
47 | 6.5 Assessment of the contact geometry of a line 6.5.1 Methods for determining averaged contact geometry parameters |
48 | 6.5.2 Assessment of a line for different wheel profiles |
50 | 6.6 Rolling radii coefficient and radial steering index |
53 | 6.7 Nonlinearity parameter |
55 | 6.8 Equivalent conicity in wheel-rail maintenance and interface with TSIs 6.8.1 General 6.8.2 Equivalent conicity that a vehicle was designed and tested for 6.8.3 Equivalent conicity as parameter in wheel profile maintenance regimes |
56 | 6.9 Clarification of wheel-rail contact test conditions according to EN 14363 |
57 | 6.10 Application of Contact angle parameter and Roll angle parameter 7 Alternative contact parameters not handled in the standard 7.1 Difference of contact angles and gravitational stiffness |
58 | 7.2 Contact Concentration Index |
62 | 8 Approximation of equivalent conicity by simple alternative methods 8.1 Background 8.2 British Rail Research investigations 8.2.1 Initial BRR work in 1980s |
65 | 8.2.2 BRR further work in 1990s |
68 | 8.3 Investigations on Quick conicity using DynoTRAIN data 8.3.1 DynoTRAIN project data collection |
69 | 8.3.2 Investigations on rail data |
75 | 8.3.3 Investigations on wheel data |
77 | 8.3.4 Combined assessment – track and wheelset 8.3.5 Next Steps |
78 | 8.4 Ongoing development of Gradient Index Profile (GIP) 8.4.1 Definition of GIP |
79 | 8.4.2 Comparison between equivalent conicity and GIP combined 9 Development and usage of the so called conicity maps |
81 | 10 Plausibility check of measured profiles and elimination of outliers 10.1 Introduction 10.2 Profile area to be covered 10.3 Spacing of points on the profile |
82 | 10.4 Elimination of outliers |
83 | 11 Examples for validation of profile measuring systems 11.1 General 11.2 Evaluations of rail profile measuring systems |
85 | 11.3 Evaluations of ground-based wheel profile measuring systems |
86 | 12 Effect of wheel diameter differences on the running behaviour |