1、March 2015 Translation by DIN-Sprachendienst.English price group 17No part of this translation may be reproduced without prior permission ofDIN Deutsches Institut fr Normung e. V., Berlin. Beuth Verlag GmbH, 10772 Berlin, Germany,has the exclusive right of sale for German Standards (DIN-Normen).ICS
2、45.060.20!%ARK“2304740www.din.deDDIN EN 12663-1Railway applications Structural requirements of railway vehicle bodies Part 1: Locomotives and passenger rolling stock (and alternativemethod for freight wagons);English version EN 12663-1:2010+A1:2014,English translation of DIN EN 12663-1:2015-03Bahnan
3、wendungen Festigkeitsanforderungen an Wagenksten von Schienenfahrzeugen Teil 1: Lokomotiven und Personenfahrzeuge (und alternatives Verfahren fr Gterwagen);Englische Fassung EN 12663-1:2010+A1:2014,Englische bersetzung von DIN EN 12663-1:2015-03Applications ferroviaires Prescriptions de dimensionnem
4、ent des structures de vhicules ferroviaires Partie 1: Locomotives et matriels roulants voyageurs (et mthode alternative pourwagons);Version anglaise EN 12663-1:2010+A1:2014,Traduction anglaise de DIN EN 12663-1:2015-03SupersedesDIN EN 12663-1:2010-07www.beuth.deDocument comprises 42 pagesIn case of
5、doubt, the German-language original shall be considered authoritative.03.15DIN EN 12663-1:2015-03 2 A comma is used as the decimal marker. National foreword This document (EN 12663-1:2010+A1:2014) has been prepared by Technical Committee CEN/TC 256 “Railway applications” (Secretariat: DIN, Germany),
6、 Subcommittee SC 2 “Rolling stock products” (Secretariat: NEN, Netherlands), Working Group WG 2 “Structural requirements” (Secretariat: ASI, Austria). The responsible German body involved in its preparation was the DIN-Normenausschuss Fahrweg und Schienenfahrzeuge (DIN Standards Committee Railway),
7、Working Committee NA 087-00-04 AA Festigkeit, Kollisionssicherheit. This standard is based on the English reference version. Amendments This standard differs from DIN EN 12663-1:2010-07 as follows: a) in Clause 2 “Normative references”, EN 16404 has been added; b) in Subclause 5.1 “General”, item d)
8、 has been added; c) in Subclause 6.1, Table 1 “Definition of the design masses”, a new line for symbol m5has been added; d) in Subclause 6.3.2, Table 10 “Lifting and jacking at one end of the vehicle at the specified positions”, footnote a has been added; e) Subclause 6.3.4 “Re-railing and recovery”
9、 has been added. Previous editions DIN EN 12663: 2000-10 DIN EN 12663-1: 2010-07 EUROPEAN STANDARD NORME EUROPENNE EUROPISCHE NORM EN 12663-1:2010+A1 December 2014 ICS 45.060.20 Supersedes EN 12663-1:2010English Version Railway applications - Structural requirements of railway vehicle bodies - Part
10、1: Locomotives and passenger rolling stock (and alternative method for freight wagons) Applications ferroviaires - Prescriptions de dimensionnement des structures de vhicules ferroviaires -Partie 1 : Locomotives et matriels roulants voyageurs (et mthode alternative pour wagons) Bahnanwendungen - Fes
11、tigkeitsanforderungen an Wagenksten von Schienenfahrzeugen - Teil 1: Lokomotiven und Personenfahrzeuge (und alternatives Verfahren fr Gterwagen) This European Standard was approved by CEN on 23 January 2010 and includes Amendment 1 approved by CEN on 23 September 2014. CEN members are bound to compl
12、y with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN-CENELEC
13、Management Centre or to any CEN member. This European Standard exists in three official versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN-CENELEC Management Centre has the sam
14、e status as the official versions. CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedonia, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg,
15、 Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. EUROPEAN COMMITTEE FOR STANDARDIZATION COMIT EUROPEN DE NORMALISATION EUROPISCHES KOMITEE FR NORMUNG CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 201
16、4 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 12663-1:2010+A1:2014 EEN 12663-1:2010+A1:2014 (E) 2 Contents Page Foreword 4 Introduction .4 1 Scope 6 2 Normative references 6 3 Terms and definitions .6 4 Coordinate system.7 5 St
17、ructural requirements 7 5.1 General 7 5.2 Categories of railway vehicles .8 5.2.1 Structural categories .8 5.2.2 Locomotives .8 5.2.3 Passenger vehicles .9 5.2.4 Freight wagons 9 5.2.5 Other types of vehicles .9 5.3 Uncertainties in railway design parameters .9 5.3.1 Allowance for uncertainties 9 5.
18、3.2 Loads 9 5.3.3 Material 10 5.3.4 Dimensional tolerances . 10 5.3.5 Manufacturing process 10 5.3.6 Analytical accuracy 10 5.4 Demonstration of static strength and structural stability 10 5.4.1 Requirement 10 5.4.2 Yield or proof strength . 11 5.4.3 Ultimate failure 11 5.4.4 Instability . 12 5.5 De
19、monstration of stiffness 12 5.6 Demonstration of fatigue strength 13 5.6.1 General . 13 5.6.2 Methods of assessment . 13 6 Design load cases. 14 6.1 General . 14 6.2 Longitudinal static loads for the vehicle body 15 6.2.1 General . 15 6.2.2 Longitudinal forces in buffers and/or coupling area 15 6.2.
20、3 Compressive forces in end wall area 16 6.3 Vertical static loads for the vehicle body . 17 6.3.1 Maximum operating load . 17 6.3.2 Lifting and jacking 17 6.3.3 Lifting and jacking with displaced support 18 6.4 Superposition of static load cases for the vehicle body 19 6.5 Static proof loads at int
21、erfaces . 20 6.5.1 Proof load cases for body to bogie connection 20 6.5.2 Proof load cases for equipment attachments 20 6.5.3 Proof load cases for joints of articulated units . 21 6.5.4 Proof load cases for specific components on freight wagons 21 DIN EN 12663-1:2015-03 EN 12663-1:2010+A1:2014 (E) 3
22、 6.6 General fatigue load cases for the vehicle body 21 6.6.1 Sources of load input 21 6.6.2 Payload spectrum 21 6.6.3 Load/unload cycles . 22 6.6.4 Track induced loading 22 6.6.5 Aerodynamic loading 23 6.6.6 Traction and braking . 23 6.7 Fatigue loads at interfaces . 24 6.7.1 General requirements .
23、 24 6.7.2 Body/bogie connection . 24 6.7.3 Equipment attachments 24 6.7.4 Couplers . 24 6.7.5 Fatigue load cases for joints of articulated units 24 6.8 Combination of fatigue load cases 24 6.9 Modes of vibration . 25 6.9.1 Vehicle body 25 6.9.2 Equipment 25 7 Permissible stresses for materials 25 7.
24、1 Interpretation of stresses . 25 7.2 Static strength . 25 7.3 Fatigue strength 25 8 Requirements of strength demonstration tests . 26 8.1 Objectives 26 8.2 Proof load tests . 26 8.2.1 Applied loads . 26 8.2.2 Test procedure . 27 8.3 Service or fatigue load tests. 28 8.4 Impact tests 28 9 Validation
25、 programme . 28 9.1 Objective. 28 9.2 Validation programme for new design of vehicle body structures 29 9.2.1 General . 29 9.2.2 Structural analyses . 29 9.2.3 Testing 29 9.3 Validation programme for evolved design of vehicle body structures . 30 9.3.1 General . 30 9.3.2 Structural analyses . 30 9.3
26、.3 Testing 30 Annex A (informative) Treatment of local stress concentrations in analyses 32 Annex B (informative) Examples of proof load cases at articulation joints 34 Annex ZA (informative) Relationship between this European Standard and the Essential Requirements of EU Directive 2008/57/EC . 37 B
27、ibliography 40 DIN EN 12663-1:2015-03 EN 12663-1:2010+A1:2014 (E) 4 Foreword This document (EN 12663-1:2010+A1:2014) has been prepared by Technical Committee CEN/TC 256 “Railway applications”, the secretariat of which is held by DIN. This European Standard shall be given the status of a national sta
28、ndard, either by publication of an identical text or by endorsement, at the latest by June 2015, and conflicting national standards shall be withdrawn at the latest by June 2015. Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN
29、 and/or CENELEC shall not be held responsible for identifying any or all such patent rights. This document includes Amendment 1 approved by CEN on 2014-09-23. !This document supersedes EN 12663-1:2010.“ The start and finish of text introduced or altered by amendment is indicated in the text by tags
30、!“. This document has been prepared under a mandate given to CEN by the European Commission and the European Free Trade Association, and supports essential requirements of !EU Directive 2008/57/EC“. For relationship with !EU Directive 2008/57/EC“, see informative Annex ZA, which is an integral part
31、of this document. This European Standard is part of the series EN 12663, Railway applications Structural requirements of railway vehicle bodies, which consists of the following parts: Part 1: Locomotives and passenger rolling stock (and alternative method for freight wagons) Part 2: Freight wagons !
32、deleted text“ According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia, Finland, Former Yugoslav Republic of Macedoni
33、a, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom. DIN EN 12663-1:2015-03 EN 12663-1:2010+A1:2014 (E) 5 Introduction The str
34、uctural design of railway vehicle bodies depends on the loads they are subject to and the characteristics of the materials they are manufactured from. Within the scope of this European Standard, it is intended to provide a uniform basis for the structural design of the vehicle body. The loading requ
35、irements for the vehicle body structural design and testing are based on proven experience supported by the evaluation of experimental data and published information. The aim of this European Standard is to allow the supplier freedom to optimise his design whilst maintaining requisite levels of safe
36、ty. DIN EN 12663-1:2015-03 EN 12663-1:2010+A1:2014 (E) 6 1 Scope 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 pre
37、sents 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 wa
38、gons. 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
39、 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
40、 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. 2 Normative references The following referenced documents are ind
41、ispensable for the application of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. EN 10002-1, Metallic materials Tensile testing Part 1: Method of test at ambient temperatur
42、e EN 13749, Railway applications Wheelsets and bogies Methods of specifying structural requirements of bogie frames EN 15663, Railway applications Definition of vehicle reference masses ! EN 16404:2014, Railway applications Re-railing and recovery requirements for railway vehicles“ 3 Terms and defin
43、itions For the purposes of this document, the following terms and definitions apply. 3.1 railway vehicle body main load carrying structure above the suspension units including all components which are affixed to this structure which contribute directly to its strength, stiffness and stability NOTE M
44、echanical equipment and other mounted parts are not considered to be part of the vehicle body though their attachments to it are. DIN EN 12663-1:2015-03 EN 12663-1:2010+A1:2014 (E) 7 3.2 equipment attachment fastener and any associated local load carrying substructure or frame which connect equipmen
45、t to the vehicle body 4 Coordinate system The coordinate system is shown in Figure 1. The positive direction of the x-axis (corresponding to vehicle body longitudinal axis) is in the direction of movement. The positive direction of the z-axis (corresponding to vehicle body vertical axis) points upwa
46、rds. The y-axis (corresponding to vehicle body transverse axis) is in the horizontal plane completing a right hand coordinate system. Key 1 driving direction X longitudinal direction Y lateral direction Z vertical direction Figure 1 Vehicle body coordinate system 5 Structural requirements 5.1 Genera
47、l Railway vehicle bodies shall withstand the maximum loads consistent with their operational requirements and achieve the required service life under normal operating conditions with an adequate probability of survival. The capability of the railway vehicle body to sustain required loads without per
48、manent deformation and fracture shall be demonstrated by calculation and/or testing as described by the validation programme in Clause 9. The assessment shall be based on the following criteria: DIN EN 12663-1:2015-03 EN 12663-1:2010+A1:2014 (E) 8 a) exceptional loading defining the maximum loading
49、which shall be sustained and a full operational condition maintained; b) margin of safety as defined in 5.4.3 and 5.4.4, such that the exceptional load can be considerably exceeded before catastrophic fracture or collapse will occur; c) service or cyclic loads being sustained for the specified life without detriment to the structural safety; ! d) loads due to re-railing and recovery operations without catastrophic failure.“ The data defining the expected service conditions shall be part of the specification. From this data all significant loa
