oSIST prEN 15085-3:2021
(Main)Railway applications - Welding of railway vehicles and components - Part 3: Design requirements
Railway applications - Welding of railway vehicles and components - Part 3: Design requirements
This document applies to welding of metallic materials in the manufacture and maintenance of railway vehicles and their components.
This document specifies applicable design and classification rules.
This document does not define parameters for the dimensioning.
NOTE Requirements on structures can be found in other standards like EN 12663.
Bahnanwendungen - Schweißen von Schienenfahrzeugen und -fahrzeugteilen - Teil 3: Konstruktionsvorgaben
Applications ferroviaires - Soudage des véhicules et des composants ferroviaires - Partie 3 : Exigences de conception
Železniške naprave - Varjenje železniških vozil in elementov - 3. del: Zahteve za projektiranje
General Information
RELATIONS
Standards Content (sample)
SLOVENSKI STANDARD
oSIST prEN 15085-3:2021
01-april-2021
Železniške naprave - Varjenje železniških vozil in elementov - 3. del: Zahteve za
projektiranjeRailway applications - Welding of railway vehicles and components - Part 3: Design
requirementsBahnanwendungen - Schweißen von Schienenfahrzeugen und -fahrzeugteilen - Teil 3:
Konstruktionsvorgaben
Applications ferroviaires - Soudage des véhicules et des composants ferroviaires - Partie
3 : Exigences de conceptionTa slovenski standard je istoveten z: prEN 15085-3
ICS:
25.160.10 Varilni postopki in varjenje Welding processes
45.060.01 Železniška vozila na splošno Railway rolling stock in
general
oSIST prEN 15085-3:2021 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.
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oSIST prEN 15085-3:2021
DRAFT
EUROPEAN STANDARD
prEN 15085-3
NORME EUROPÉENNE
EUROPÄISCHE NORM
January 2021
ICS 25.160.10; 45.060.01 Will supersede EN 15085-3:2007
English Version
Railway applications - Welding of railway vehicles and
components - Part 3: Design requirements
Applications ferroviaires - Soudage des véhicules et des Bahnanwendungen - Schweißen von
composants ferroviaires - Partie 3 : Exigences de Schienenfahrzeugen und -fahrzeugteilen - Teil 3:
conception KonstruktionsvorgabenThis draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 256.If this draft becomes a European Standard, CEN members are bound to comply with the CEN/CENELEC Internal Regulations
which stipulate the conditions for giving this European Standard the status of a national standard without any alteration.
This draft European Standard was established by CEN 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 same status as the official versions.CEN members are the national standards bodies of Austria, Belgium, Bulgaria, Croatia, Cyprus, Czech Republic, Denmark, Estonia,
Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway,
Poland, Portugal, Republic of North Macedonia, Romania, Serbia, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and
United Kingdom.Recipients of this draft are invited to submit, with their comments, notification of any relevant patent rights of which they are
aware and to provide supporting documentation.Warning : This document is not a European Standard. It is distributed for review and comments. It is subject to change without
notice and shall not be referred to as a European Standard.EUROPEAN COMMITTEE FOR STANDARDIZATION
COMITÉ EUROPÉEN DE NORMALISATION
EUROPÄISCHES KOMITEE FÜR NORMUNG
CEN-CENELEC Management Centre: Rue de la Science 23, B-1040 Brussels
© 2021 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 15085-3:2021 E
worldwide for CEN national Members.---------------------- Page: 3 ----------------------
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prEN 15085-3:2021 (E)
Contents Page
European foreword ....................................................................................................................................................... 4
Introduction .................................................................................................................................................................... 5
1 Scope .................................................................................................................................................................... 6
2 Normative references .................................................................................................................................... 6
3 Terms and definitions ................................................................................................................................... 8
4 Design requirements ..................................................................................................................................... 8
4.1 General ................................................................................................................................................................ 8
4.2 Dimensioning of welded joints ................................................................................................................... 8
4.3 Stress categories and stress factors ......................................................................................................... 8
4.4 Safety categories .............................................................................................................................................. 9
4.5 Weld performance classes ........................................................................................................................... 9
4.6 Weld inspection classes ............................................................................................................................. 10
5 Quality levels for imperfections ............................................................................................................. 11
5.1 General ............................................................................................................................................................. 11
5.2 Quality levels for imperfections ............................................................................................................. 11
5.2.1 Quality levels for imperfections for fusion welded joints (beam welding excluded) ......... 11
5.2.2 Quality levels for imperfections for beam welded joints .............................................................. 12
5.2.3 Quality levels for imperfection for friction stir welding ................................................................ 13
5.2.4 Quality levels for imperfections for stud welding related to the weld performance
class ................................................................................................................................................................... 13
5.2.5 Quality requirements for resistance spot welding, projection welding and resistance
seam welding related to the weld performance class ..................................................................... 13
5.2.6 Defining quality requirements for other welding processes ....................................................... 13
6 Choice of parent metals and welding consumables ......................................................................... 13
6.1 Choice of parent metals.............................................................................................................................. 13
6.2 Choice of welding consumables .............................................................................................................. 14
7 Weld joint design .......................................................................................................................................... 14
7.1 General ............................................................................................................................................................. 14
7.2 Manufacturing provisions ......................................................................................................................... 15
7.2.1 Fabricated box sections ............................................................................................................................. 15
7.2.2 Butt welds on parts of dissimilar thickness ....................................................................................... 15
7.2.3 Plug welds and slot welds ......................................................................................................................... 16
7.2.4 Proximity of two joints ............................................................................................................................... 17
7.2.5 Stiffeners welded to a longitudinal weld ............................................................................................. 18
7.2.6 Filler and drain ports .................................................................................................................................. 18
7.2.7 Gusset ends and stiffener ends ................................................................................................................ 19
7.2.8 Gusset shape .................................................................................................................................................. 19
7.2.9 Weld return .................................................................................................................................................... 20
7.2.10 Fillet weld........................................................................................................................................................ 20
7.2.11 Butt welds and welds at T-Joints ............................................................................................................ 21
7.2.12 Highly restrained joints ............................................................................................................................. 22
7.2.13 Mixed joining techniques .......................................................................................................................... 23
7.2.14 Prevention of corrosion problems ......................................................................................................... 24
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7.2.15 Intermittent welds ....................................................................................................................................... 24
7.3 Joint preparation .......................................................................................................................................... 25
7.4 Methods to improve the fatigue strength (Post weld improvement) ........................................ 25
7.4.1 General ............................................................................................................................................................. 25
7.4.2 Improvement of shape of weld toe ......................................................................................................... 25
7.4.3 Heat treatment to decrease residual tensile stresses ..................................................................... 26
7.4.4 Introduction of compressive stress ....................................................................................................... 27
8 Design related welding documentation ............................................................................................... 27
8.1 Information on design drawings or documentation linked to the drawings .......................... 27
8.2 Welding Design Review .............................................................................................................................. 28
8.3 Use of existing drawings not according to EN 15085 ....................................................................... 28
Annex A (informative) List of welded joints .................................................................................................... 29
Annex B (informative) Joint preparation of welds ........................................................................................ 30
Annex C (informative) Joint preparation for plug welds ............................................................................. 38
Annex D (informative) Types of joints in relation to stresses and inspection classes ..................... 39
Annex E (informative) Flash butt welding ........................................................................................................ 40
Annex F (normative) .................................................................................................................................................. 42
F.1 General ............................................................................................................................................................. 42
F.2 Minimum shear pull forces ....................................................................................................................... 48
Annex G (informative) Determination of safety category for welded joints ........................................ 50
Annex ZA (informative) Relationship between this European Standard and the Essential
requirements of Directive (EU) 2016/797 aimed to be covered................................................. 51
Bibliography ................................................................................................................................................................. 56
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prEN 15085-3:2021 (E)
European foreword
This document (prEN 15085-3:2021) has been prepared by Technical Committee CEN/TC 256 “Railway
applications”, the secretariat of which is held by DIN.This document is currently submitted to the Enquiry.
This document will supersede EN 15085-3:2007.
This series of European Standards EN 15085 "Railway applications — Welding of railway vehicles and
components" consists of the following parts:— Part 1: General
— Part 2: Requirements of the organisation of welding manufacturer
— Part 3: Design requirements
— Part 4: Production requirements
— Part 5: Inspection, testing and documentation
— Part 6: Maintenance.
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(s).
For relationship with EU Directive(s), see informative Annex ZA, which is an integral part of this
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Introduction
Welding is a special process in the manufacture of railway vehicles and their parts. The required
provisions for this process are laid down in the standards series EN ISO 3834. The basis of these
provisions is the basic technical welding standards in respect of the special requirements for the
construction of railway vehicles.This European Standard is aimed at defining the terms of enforcement applicable to European Standards;
it is not construed as a substitute to these standards.This document can also be used by internal and external parties, including accredited certification bodies,
to assess the organisation's ability to meet customer, regulatory and the organisation's own
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1 Scope
This series of documents applies to welding of metallic materials in the manufacture and maintenance of
railway vehicles and their components.This document specifies design and classification rules applicable to the manufacture and maintenance
of railway vehicles and their parts. Upon agreement with the customer, drawings issued prior to this
document may be subject to the provisions of this European Standard.This document does not define parameters for the dimensioning (refer to other standards e.g. on fatigue
testing).2 Normative references
The following documents are referred to in the text in such a way that some or all of their content
constitutes requirements 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 1011-2, Welding — Recommendations for welding of metallic materials — Part 2: Arc welding of ferritic
steelsEN 1708-2, Welding — Basic weld joint details in steel — Part 2: Non internal pressurized components
EN 12663-1, Railway applications - Structural requirements of railway vehicle bodies - Part 1: Locomotives
and passenger rolling stock (and alternative method for freight wagons)EN 12663-2, Railway applications - Structural requirements of railway vehicle bodies - Part 2: Freight
wagonsEN 13749, Railway applications — Wheelsets and bogies — Methods of specifying structural requirements
of bogie framesEN 15085-1:2007, Railway applications — Welding of railway vehicles and components — Part 1: General
EN 15085-2:2007, Railway applications — Welding of railway vehicles and components — Part 2: Quality
requirements and certification of welding manufacturerEN 15085-4:2007, Railway applications — Welding of railway vehicles and components — Part 4:
Production requirementsEN 15085-5:2007, Railway applications — Welding of railway vehicles and components — Part 5:
Inspection, testing and documentationEN 15827, Railway applications - Requirements for bogies and running gears
EN ISO 2553, Welding and allied processes - Symbolic representation on drawings - Welded joints (ISO 2553)
EN ISO 3452-1, Non-destructive testing - Penetrant testing - Part 1: General principles (ISO 3452-1)
EN ISO 4063, Welding and allied processes — Nomenclature of processes and reference numbers
(ISO 4063:1998)EN ISO 5817, Welding — Fusion-welded joints in steel, nickel, titanium and their alloys (beam welding
excluded) — Quality levels for imperfections (ISO 5817:2003)---------------------- Page: 8 ----------------------
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EN ISO 6520-1, Welding and allied processes — Classification of geometric imperfections in metallic
materials — Part 1: Fusion welding (ISO 6520-1:2007)EN ISO 6520-2, Welding and allied processes — Classification of geometric imperfections in metallic
materials — Part 2: Welding with pressure (ISO 6520-2:2001)EN ISO 10042, Welding — Arc-welded joints in aluminium and its alloys — Quality levels for imperfections
(ISO 10042)EN ISO 10675-2, Non-destructive testing of welds - Acceptance levels for radiographic testing - Part 2:
Aluminium and its alloys (ISO 10675-2)EN ISO 13919-1, Welding — Electrons and laser beam welded joints — Guidance on quality levels for
imperfections — Part 1: Steel (ISO 13919-1:1996)EN ISO 13919-2, Welding — Electron and laser beam welded joints — Guidance on quality levels for
imperfections — Part 2: Aluminium and its weldable alloys (ISO 13919-2:2001)EN ISO 14555, Welding — Arc stud welding of metallic materials (ISO 14555:2006)
EN ISO 15614-1, Specification and qualification of welding procedures for metallic materials — Welding
procedure test — Part 1: Arc and gas welding of steels and arc welding of nickel and nickel alloys
(ISO 15614-1:2004)EN ISO 15614-12, Specification and qualification of welding procedures for metallic materials — Welding
procedure test — Part 12: Spot, seam and projection welding (ISO 15614-12:2004)EN ISO 17636-1, Non-destructive testing of welds - Radiographic testing - Part 1: X- and gamma-ray
techniques with film (ISO 17636-1)EN ISO 17637, Non-destructive testing of welds - Visual testing of fusion-welded joints (ISO 17637)
EN ISO 17653, Destructive tests on welds in metallic materials — Torsion test of resistance spot welds
(ISO 17653:2012)EN ISO 23277, Non-destructive testing of welds - Penetrant testing - Acceptance levels (ISO 23277)
EN ISO 25239-5:2020, Friction stir welding - Aluminium - Part 5: Quality and inspection requirements (ISO
25239-5:2020)ISO 10447, Resistance welding — Peel and chisel testing of resistance spot, projection and seam welds
CEN ISO/TR 15608, Welding — Guidelines for a metallic materials grouping system (ISO/TR 15608:2013)
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3 Terms and definitions
For the purposes of this document, the terms and definitions given in EN 15085-1:2007 apply.
ISO and IEC maintain terminological databases for use in standardization at the following addresses:
— ISO Online browsing platform: available at http://www.iso.org/obp— IEC Electropedia: available at http://www.electropedia.org/
3.1
stress factor
ratio of the calculated fatigue stress to the admissible fatigue stress of the joint type, adjusted by the
appropriate safety factor3.2
admissible fatigue stress
maximum stress applicable to materials to which a specific coefficient to the assembly to be welded is
applied4 Design requirements
4.1 General
Regarding welded joints forming an integral part of items of rolling stock, except for specific provisions
laid down within the framework of the project or in the product specification, design and requirements
shall be defined as follows.A stress assessment shall be done for new designs. For existing designs not according to EN 15085, the
requirements of EN 15085-6 shall apply.The relation between safety category, stress category and weld performance as described in table 2 shall
be respected in the drawing and the associated technical documentation.If the strength assessment procedure already considers the weld performance class (regarding the
quality levels for imperfections and the weld inspection class), and the safety category according to the
definition given in EN 15085-3, then Table 1 and Table 2 don’t need to be applied.
NOTE prEN 17149-3 provides such a procedure.Irrespective of the method of assessment, for welded joints with high safety category the weld
performance classes allowed in EN 15085-3 (CP A, CP B1, CP C1) shall be chosen.CP D is only allowed for low safety category.
4.2 Dimensioning of welded joints
For dimensioning and preparation of different types of welded joints see annexes B and C.
4.3 Stress categories and stress factorsThe stress category is determined by the stress factor according to Table 1. The stress factor is the ratio
of the calculated fatigue stress to the admissible fatigue stress of the welded joint type.
The fatigue strength value can be obtained from calculation standard or fatigue tests on representative
joint samples. The statistical evaluation of the fatigue tests shall be done according to an appropriate
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European standards for structural requirements of railway vehicles, e.g. EN°12663 (series), EN°13749,
EN°15827, shall be applied.Table 1 — Stress categories
Stress category Stress factor
Fatigue strength values from calculation
standard
Fatigue test values for representative joint
sample
High ≥ 0,9
Medium 0,75 ≤ S < 0,9
Low ≤ 0,75
4.4 Safety categories
The safety category defines the consequences of failure of the single welded joint with respect to the
effects on persons, facilities and the environment.The safety categories are differentiated as follows:
Low: Failure of the welded joint does not lead to any direct impairment of the overall
function. Consequential events with personal injuries are unlikely.Medium: Failure of the welded joint leads to an impairment of the overall function or can
lead to consequential events with personal injuries.High: Failure of the welded joint leads to consequential events with personal injuries and
breakdown of the overall function.For a more detailed explanation of the safety category, also Annex G should be considered.
4.5 Weld performance classesWeld performance classes shall be defined in the design phase depending on the safety category and the
stress category. The responsible welding coordinator should be consulted with respect to practicability,
feasibility and testing.Welded joints of railway vehicles are divided into seven weld performance classes (see Table 2).
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Table 2 — Weld performance classes
Stress categories Safety categories
High Medium Low
High a c CP C2
CP A CP B2
Medium b CP C2 CP C3
CP B1
Low d CP C3 CP D
CP C1
For new manufacturing the combination of high safety category and high stress category,
which leads to weld performance class CP A, is forbidden. For application in maintenance see EN
15085-6Weld performance class CP B1:
CP B1 is only applicable for welds with full penetration and full accessibility for inspection in
production and maintenance.Weld performance class CP B2:
CP B2 is also applicable for welds without the possibility for a volumetric test; e. g. welds with
partial penetration or fillet welds are possible; in this case a special remark “medium safety
category/increase of surface test is required” shall be indicated on the drawing or technical
documentation linked to the drawingWeld performance class CP C1:CP C 1 is also valid for welds without the possibility for
volumetric testing; e. g. welds with partial penetration or fillet welds are possible
The inspection of all welded joints shall be carried out according to EN 15085-5:2007, table 1 as
minimum.For welded joints with weld performance class CP B1, CP°B2 and CP C1, which can be inspected during
production but cannot be inspected and repaired in maintenance one of the following actions shall be
carried out:— The weld shall be allocated to the next higher inspection class (CT°1) according to Table 3;
— redesign the welded joint:— in order to reduce the stress category;
— in order to allow access for inspection and repair in maintenance.
If it is not possible to fulfil the requirements of a weld performance class, the designer shall reduce the
stress category or change the design, see Annex D.Post-welding improvement is one of the possible ways of increasing the admissible fatigue stresses of an
assembly and may consequently lead to a downscaling of the weld performance class.
Weld performance classes shall be shown on drawings or in other documents, e.g. parts lists.
In case of higher weld inspection class than that defined in table 3 it shall be shown on drawings or in
other documents, e.g. parts lists.4.6 Weld inspection classes
The inspection class applicable to each welded joint is defined depending on the weld performance class
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These inspection classes are used to identify the various types and minimum levels of inspections on the
welded joints in accordance to EN 15085-5:2007, Table 1.Table 3 — Correspondence between weld performance classes and inspection classes
Stress Safety Weld Quality levels Inspection Volumetric Surface Visual
category category performance for class tests tests examination
class imperfections
Minimum RT or UT MT or PT VT
EN ISO 5817
requireme
EN ISO 10042
Min. Min. Min.
nts
EN 13919-1
EN 13919-2
High High CP A B CT 1 100% 100 % 100 %
High Medium CP B2 B CT 2 10 % 10 % 100 %
High Low CP C2 C CT 3 Not Not 100 %
required required
Medium High CP B1 B CT 2 10% 10 % 100 %
Medium Medium CP C2 C CT 3 Not Not 100 %
required required
Medium Low CP C3 C CT 4 Not Not 100 %
required required
Low High CP C1 C CT 2 10 % 10 % 100 %
Low Medium CP C3 C CT 4 Not Not 100 %
required required
Low Low CP D D CT 4 Not Not 100 %
required required
For detail see Table 4 to 6
5 Quality levels for imperfections
5.1 General
The definition and classification of weld imperfections in accordance with EN ISO 6520-1 and EN ISO
6520-2, are applicable.5.2 Quality levels for imperfections
NOTE The quality levels for imperfections related to the weld performance class are described below.
5.2.1 Quality levels for imperfections for fusion welded joints (beam welding excluded)
The quality levels for imperfection for fusion welding of steel and aluminium are listed in Table 4 in
accordance to EN ISO 5817 and EN ISO 10042.EN ISO 5817:2014, Annex C, is not applicable in the production and maintenance of railway vehicles and
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Table 4 — Quality levels for imperfections for steel and aluminium related to weld performance
classesImperfection No. Weld performance classes
according to
CP A CP B1 / CP B2 CP C1 / CP C2 / CP C3 CP D
EN ISO 6520-1
Level of Imperfections according to EN ISO 5817 and EN ISO 10042
Group 100 B B C D
Group 200 B B C D
Group 300 B B C D
Group 400 B B C D
5011, 5012, 5013, Not permitted B C D
502, 504, 506, 509,
511, 510, 515, 516,
517
5071, 5072, 601 B B C D
503, 5213, 512 , 617 Not applicable B C D
505 and Multiple B These imperfections are not assessed
Imperfections
5214 [steel] Not applicable B C D
5214 [aluminium] Not applicable refer to geometrical dimension defined into design
documentation (e.g. avoid interference during assembly)602, 610 [steel] B B C D
602 [aluminium] Acceptance depends on application, e.g. material, corrosion protection
610 [aluminium] Not applicablea 512: Excessive asymmetry of fillet weld (unequal leg length) is not assessed if the fillet weld is an addition on
a HY-weld or HV-weld at T-joint (see Annex B, No. 10c and 11c). The throat thickness of these fillet welds depends
on the shorter leg length.5.2.2 Quality levels for imperfections for beam welded joints
Quality levels for imperfections shall be according to EN ISO 13919
...
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