BS EN 12663-1:2010+A1:2014:2015 Edition
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Railway applications. Structural requirements of railway vehicle bodies – Locomotives and passenger rolling stock (and alternative method for freight wagons)
Published By | Publication Date | Number of Pages |
BSI | 2015 | 44 |
This European Standard specifies minimum structural requirements for railway vehicle bodies.
This European Standard specifies the loads vehicle bodies should be capable of sustaining, identifies how material data should be used and presents the principles to be used for design validation by analysis and testing. This European Standard applies to locomotives and passenger rolling stock. EN 12663‑2 provides the verification procedure for freight wagons and also refers to the methods in this standard as an alternative for freight wagons.
The railway vehicles are divided into categories which are defined only with respect to the structural requirements of the vehicle bodies. Some vehicles may not fit into any of the defined categories; the structural requirements for such railway vehicles should be part of the specification and be based on the principles presented in this European Standard.
The standard applies to all railway vehicles within the EU and EFTA territories. The specified requirements assume operating conditions and circumstances such as are prevalent in these countries.
In addition to the requirements of this European Standard the structure of all vehicles associated with passenger conveyance may generally be required to have features that will protect occupants in the case of collision accidents. These requirements are given in EN 15227 .
PDF Catalog
PDF Pages | PDF Title |
---|---|
6 | Foreword |
7 | Introduction |
8 | 1 Scope 2 Normative references 3 Terms and definitions |
9 | 4 Coordinate system Figure 1 — Vehicle body coordinate system 5 Structural requirements 5.1 General |
10 | 5.2 Categories of railway vehicles 5.2.1 Structural categories 5.2.2 Locomotives |
11 | 5.2.3 Passenger vehicles 5.2.4 Freight wagons 5.2.5 Other types of vehicles 5.3 Uncertainties in railway design parameters 5.3.1 Allowance for uncertainties 5.3.2 Loads |
12 | 5.3.3 Material 5.3.4 Dimensional tolerances 5.3.5 Manufacturing process 5.3.6 Analytical accuracy 5.4 Demonstration of static strength and structural stability 5.4.1 Requirement |
13 | 5.4.2 Yield or proof strength 5.4.3 Ultimate failure |
14 | 5.4.4 Instability 5.5 Demonstration of stiffness |
15 | 5.6 Demonstration of fatigue strength 5.6.1 General 5.6.2 Methods of assessment 5.6.2.1 Endurance limit approach |
16 | 5.6.2.2 Cumulative damage approach 6 Design load cases 6.1 General Table 1 — Definition of the design masses |
17 | 6.2 Longitudinal static loads for the vehicle body 6.2.1 General 6.2.2 Longitudinal forces in buffers and/or coupling area Table 2 — Compressive force at buffers and/or coupler attachment Table 3 — Compressive force below buffer and/or coupling level |
18 | Table 4 — Compressive force applied diagonally at buffer attachment (if side buffers are fitted at one or both ends of a single vehicle) Table 5 — Tensile force at coupler attachment 6.2.3 Compressive forces in end wall area Table 6 — Compressive force 150 mm above the top of the structural floor at head stock |
19 | Table 7 — Compressive force at the height of the waistrail (window sill) Table 8 — Compressive force at the height of the cant rail 6.3 Vertical static loads for the vehicle body 6.3.1 Maximum operating load Table 9 — Maximum operating load 6.3.2 Lifting and jacking |
20 | Table 10 — Lifting and jacking at one end of the vehicle at the specified positions Table 11 — Lifting and jacking the whole vehicle at the specified positions 6.3.3 Lifting and jacking with displaced support 6.3.4 Re-railing and recovery |
21 | 6.4 Superposition of static load cases for the vehicle body |
22 | Table 12 — Superposition of static load cases for the vehicle body 6.5 Static proof loads at interfaces 6.5.1 Proof load cases for body to bogie connection 6.5.2 Proof load cases for equipment attachments Table 13 — Accelerations in x-direction |
23 | Table 14 — Accelerations in y-direction Table 15 — Accelerations in z-direction 6.5.3 Proof load cases for joints of articulated units 6.5.4 Proof load cases for specific components on freight wagons 6.6 General fatigue load cases for the vehicle body 6.6.1 Sources of load input 6.6.2 Payload spectrum |
24 | 6.6.3 Load/unload cycles 6.6.4 Track induced loading |
25 | Table 16 — Acceleration in y-direction Table 17 — Acceleration in z-direction 6.6.5 Aerodynamic loading 6.6.6 Traction and braking |
26 | Table 18 — Acceleration in x-direction 6.7 Fatigue loads at interfaces 6.7.1 General requirements 6.7.2 Body/bogie connection 6.7.3 Equipment attachments 6.7.4 Couplers 6.7.5 Fatigue load cases for joints of articulated units 6.8 Combination of fatigue load cases |
27 | 6.9 Modes of vibration 6.9.1 Vehicle body 6.9.2 Equipment 7 Permissible stresses for materials 7.1 Interpretation of stresses 7.2 Static strength 7.3 Fatigue strength |
28 | 8 Requirements of strength demonstration tests 8.1 Objectives 8.2 Proof load tests 8.2.1 Applied loads |
29 | 8.2.2 Test procedure |
30 | 8.3 Service or fatigue load tests 8.4 Impact tests 9 Validation programme 9.1 Objective |
31 | Table 19 — Summary of validation programme 9.2 Validation programme for new design of vehicle body structures 9.2.1 General 9.2.2 Structural analyses 9.2.3 Testing 9.2.3.1 General |
32 | 9.2.3.2 Static testing 9.2.3.3 Fatigue testing 9.2.3.4 Service testing 9.3 Validation programme for evolved design of vehicle body structures 9.3.1 General 9.3.2 Structural analyses 9.3.3 Testing 9.3.3.1 General 9.3.3.2 Static testing |
33 | 9.3.3.3 Fatigue testing 9.3.3.4 Service testing |
34 | Annex A (informative) Treatment of local stress concentrations in analyses |
36 | Annex B (informative) Examples of proof load cases at articulation joints |
37 | Figure B.1 — Determination of lateral load |
39 | Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC Table ZA.1 — Correspondence between this European Standard, the HS RST TSI dated June 2006 and adopted by EC on 21 February 2008 and Directive 2008/57/EC |
40 | Table ZA.2 — Correspondence between this European Standard, the CR TSI RST Freight Wagon dated July 2006, published in the Official Journal on 8 December 2006 and its intermediate revision approved by the Railway Interoperability and Safety Committee … |
41 | Table ZA.3 — Correspondence between this European Standard, the CR TSI Locomotive and Passenger Rolling Stock (Preliminary draft Rev 2.0 dated 14 November 2008) and Directive 2008/57/EC Table ZA.4 — Correspondence between this European Standard, the CR/HS TSI relating to “persons with reduced mobility” (PRM), published in the Official Journal on 7 March 2008 and Directive 2008/57/EC |
42 | Bibliography |