1、October 2015English price group 15No 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 91.010.30; 91.080.10!%FmS“2357448
2、www.din.deDIN EN 1993-1-4Eurocode 3: Design of steel structures Part 14: General rules Supplementary rules for stainless steels;English version EN 199314:2006 + A1:2015,English translation of DIN EN 1993-1-4:2015-10Eurocode 3: Bemessung und Konstruktion von Stahlbauten Teil 14: Allgemeine Bemessungs
3、regeln Ergnzende Regeln zur Anwendung von nichtrostenden Sthlen;Englische Fassung EN 199314:2006 + A1:2015,Englische bersetzung von DIN EN 1993-1-4:2015-10Eurocode 3: Calcul des structures en acier Partie 14: Rgles gnrales Rgles supplmentaires pour les aciers inoxydables;Version anglaise EN 199314:2
4、006 + A1:2015,Traduction anglaise de DIN EN 1993-1-4:2015-10SupersedesDIN EN 199314:200702See start of applicationwww.beuth.deDTranslation by DIN-Sprachendienst.In case of doubt, the German-language original shall be considered authoritative.Document comprises 34 pages10.15 DIN EN 1993-1-4:2015-10 2
5、 A comma is used as the decimal marker. Start of application The start of application of this standard is 2015-10-01. For DIN EN 1993-1-4:2007-02 there is a transition period ending on 2016-06-30. National foreword This document (EN 1993-1-4:2006 + A1:2015) has been prepared by Technical Committee C
6、EN/TC 250 “Structural Eurocodes” (Secretariat: BSI, United Kingdom). The responsible German body involved in its preparation was the DIN-Normenausschuss Bauwesen (DIN Standards Committee Building and Civil Engineering), Working Committee NA 005-08-16 AA Tragwerksbemessung. Amendments This standard d
7、iffers from DIN EN 1993-1-4:2007-02 as follows: a) Amendment A1:2015 has been incorporated. Previous editions DIN V ENV 1993-1-4: 2002-05 DIN EN 1993-1-4: 2007-02 EN 1993-1-4October 2006 +A1 June 2015 ICS 91.010.30; 91.080.10 English versionEurocode 3: Design of steel structures Part 1-4: General ru
8、les Supplementary rules for stainless steelsThis European Standard was approved by CEN on 9 January 2006. This amendment A1 modifies the European Standard EN 1993-1-4:2006; it was approved by CEN on 1 March 2015. CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipula
9、te 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 Management Centre or to any CEN member. The European Stan
10、dard 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 same status as the official versions. CEN members are the nat
11、ional 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, Malta, Netherlands, Norway, Poland, Portugal, Romania, Sl
12、ovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and United Kingdom. CEN-CENELEC Management Centre: Avenue Marnix 17, B-1000 Brussels 2015 CEN All rights of exploitation in any form and by any means reserved worldwide for CEN national Members. Ref. No. EN 1993-1-4:2006 + A1:2015 EEurocode 3: Bem
13、essung und Konstruktion von Stahlbauten Teil 1-4: Allgemeine Bemessungsregeln Ergnzende Regeln zur Anwendung von nichtrostenden Sthlen Eurocode 3 - Calcul des structures en acier Partie 1-4: Rgles gnrales Rgles supplmentaires pour les aciers inoxydables EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EU
14、ROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMContents Page Foreword 3 !Foreword to EN 1993-1-4:2006/A1:2015 4 1 General 5 1.1 Scope 5 1.2 Normative references 5 1.3 Assumptions 6 1.4 Distinction between principles and application rules 6 1.5 Defi
15、nitions 6 1.6 Symbols 6 2 Materials 7 2.1 Structural stainless steels 7 2.2 Bolts 10 2.3 Welding consumables 11 3 Durability 11 4 Serviceability limit states 12 4.1 General 12 4.2 Determination of deflections 12 5 Ultimate limit states 14 5.1 General 14 5.2 Classification of cross-sections 14 5.3 Re
16、sistance of cross-sections 19 5.4 Buckling resistance of members 20 5.5 Uniform members in bending and axial compression 22 5.6 Shear resistance 23 5.7 Transverse web stiffeners 24 6 Connection design 24 6.1 General 24 6.2 Bolted connections 24 6.3 Design of welds 25 7 Design assisted by testing 25
17、8 Fatigue 25 9 Fire resistance 25 Annex A (normative) Selection of materials and durability 26 A.1 Corrosion protection of construction products Requirements 26 A.2 Selection of materials 26 A.3 Swimming pool environments 29 A.4 Corrosion protection of connections with other metals 30 A.5 Galvanizin
18、g and contact with molten zinc 30 Annex B informative !Stainless steel in the cold worked condition“ 31 B.1 General 31 B.2 !Cold working from fabrication“ 31 Annex C informative Modelling of material behaviour 32 C.1 General 32 C.2 Material properties 32 DIN EN 1993-1-4:2015-10 EN 1993-1-4:2006 + A1
19、:2015 (E) 2Foreword This European Standard EN 1993-1-4, Eurocode 3: Design of steel structures: Part 1-4 General Rules Supplementary rules for stainless steels, has been prepared by Technical Committee CEN/TC250 Structural Eurocodes , the Secretariat of which is held by BSI. CEN/TC250 is responsible
20、 for all Structural Eurocodes. This European Standard shall be given the status of a National Standard, either by publication of an identical text or by endorsement, at the latest by April 2007 and conflicting National Standards shall be withdrawn at latest by March 2010. This Eurocode supersedes EN
21、V 1993-1-4. According to the CEN-CENELEC Internal Regulations, the National Standard Organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy,
22、 Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom. National Annex for EN 1993-1-4 This standard gives alternative procedures, values and recommendations with notes indicating where national choices
23、 may have to be made. The National Standard implementing EN 1993-1-4 should have a National Annex containing all Nationally Determined Parameters to be used for the design of steel structures to be constructed in the relevant country. National choice is allowed in EN 1993-1-4 through clauses: 2.1.4(
24、2) 2.1.5(1) 5.1(2) 5.5(1) 5.6(2) 6.1(2) 6.2(3) ! 7(1), A.2(8) and A.3, Table A.4. “ DIN EN 1993-1-4:2015-10 EN 1993-1-4:2006 + A1:2015 (E) 3!Foreword to EN 1993-1-4:2006/A1:2015 This document (EN 1993-1-4:2006/A1:2015) has been prepared by Technical Committee CEN/TC 250 “Structural Eurocodes”, the s
25、ecretariat of which is held by BSI. This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by June 2016, and conflicting national standards shall be withdrawn at the latest by June 2016. Attention is drawn
26、to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights. According to the CEN-CENELEC Internal Regulations, the national standards organizations of the following
27、countries are bound to implement this European Standard: 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, Malta, Netherlands, Norway
28、, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland, Turkey and the United Kingdom.“ DIN EN 1993-1-4:2015-10 EN 1993-1-4:2006 + A1:2015 (E) 41 General 1.1 Scope (1) This Part 1.4 of EN 1993 gives supplementary provisions for the design of buildings and civil engineering works
29、 that extend and modify the application of EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and EN 1993-1-8 to austenitic, austenitic-ferritic and ferritic stainless steels. NOTE 1: Information on the durability of stainless steels is given in Annex A. NOTE 2: The execution of stainless steel structures is cov
30、ered in EN 1090. NOTE 3: Guidelines for further treatment, including heat treatment, are given in EN 10088. 1.2 Normative references This following normative documents contain provisions which, through reference to this text, constitute provisions of this European Standard. For dated references, sub
31、sequent amendments to or revisions of any of these publications do not apply. However, parties to agreements based on this European Standard are encouraged to investigate the possibility of applying the most recent editions of the normative documents indicated below. For undated references, the late
32、st edition of the normative document referred to applies. EN 1990 Eurocode 0: Basis of structural design EN 508-3 Roofing products from metal sheet. Specification for self-supporting products of steel, aluminium or stainless steel sheet. Stainless steel; EN 1090-2 Execution of steel structures and a
33、luminium structures Part 2: Technical requirements for steel structures; EN 1993-1-2 Design of steel structures: Structural fire design; EN 1993-1-3 Design of steel structures: Cold formed thin gauge members and sheeting; EN 1993-1-5 Design of steel structures: Plated structural elements; EN 1993-1-
34、6 Design of steel structures: Strength and stability of shell structures; EN 1993-1-8 Design of steel structures: Design of joints; EN 1993-1-9 Design of steel structures: Fatigue; EN 1993-1-10 Design of steel structures: Material toughness and through-thickness properties; EN 1993-1-11 Design of st
35、eel structures: Design of structures with tension components made of steel; EN 1993-1-12 Design of steel structures: Additional rules for the extension of EN 1993 up to steel grades S 700; EN ISO 3506-1 Mechanical properties of corrosion resistant stainless steel fasteners Part 1: Bolts, screws and
36、studs; EN ISO 3506-2 Mechanical properties of corrosion resistant stainless steel fasteners Part 2: Nuts EN ISO 3506-3 Mechanical properties of corrosion resistant stainless steel fasteners Part 3: Set screws and similar fasteners under tensile tests; EN ISO 7089 Plain washers - Normal series - Prod
37、uct grade A; EN ISO 7090 Plain washers, chamfered - Normal series - Product grade A; EN ISO 9445 Continuously cold-rolled stainless steel narrow strip, wide strip, plate/sheet and cut lengths - Tolerances on dimensions and form !EN 1993-1-1:2005“ Design of steel structures: General rules and rules f
38、or buildings; DIN EN 1993-1-4:2015-10 EN 1993-1-4:2006 + A1:2015 (E) 5EN 10052 Vocabulary of heat treatment terms for ferrous products; EN 10162 Cold rolled steel sections. Technical delivery conditions. Dimensional and cross-sectional tolerances; EN 10219-2 Cold formed welded structural sections of
39、 non-alloy and fine grain steels. Tolerances, dimensions and sectional properties; 1.3 Assumptions (1) In addition to the general assumptions of EN 1990 the following assumptions apply: - fabrication and erection complies with EN 1090-2. 1.4 Distinction between principles and application rules (1) T
40、he rules in EN 1990 clause 1.4 apply. 1.5 Definitions (1) The rules in EN 1990 clause 1.5 apply. (2) Unless otherwise stated, the vocabulary of treatment terms for ferrous products used in EN 10052 applies. 1.6 Symbols In addition to those given in EN 1990, EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and
41、1993-1-8, the following symbols are used: fu,red reduced value of bearing strength Es,ser secant modulus of elasticity used for serviceability limit state calculations Es,1 secant modulus corresponding to the stress in the tension flange Es,2 secant modulus corresponding to the stress in the compres
42、sion flange 1,Ed,ser serviceability design stress n coefficient !EN 10088 (all parts) Stainless steels“EN 10029 Specification for tolerances on dimensions, shape and mass for hot rolled steel plates 3 mm thick or above; DIN EN 1993-1-4:2015-10 EN 1993-1-4:2006 + A1:2015 (E) 62 Materials DIN EN 1993-
43、1-4:2015-10 EN 1993-1-4:2006 + A1:2015 (E) 72.1 Structural stainless steels 2.1.1 General !(1) The design provisions specified in this Part 1-4 are applicable for stainless steel material in the annealed condition in accordance with Table 2.1 and for austenitic stainless steel material in the cold w
44、orked condition in accordance with Table 2.2. The typical grades used for the construction of building structures are listed in Tables 2.1 and 2.2. The design rules in this standard may also be applied to other grades in EN 10088-4 and EN 10088-5, provided the relevant partial factor (M) is increase
45、d by 10 %. Specialist advice should be sought regarding the durability, fabrication, weldability, fatigue resistance and high temperature performance of these grades, if appropriate. “ (2) The nominal values of the material properties given in 2.1.2 should be used as characteristic values in structu
46、ral design calculations. (3) For further information about material properties reference should be made to !EN standards“. !Deleted text“ 2.1.2 Material properties for stainless steel ! (1) In design calculations the values should be taken as follows, independent of the direction of rolling: yield s
47、trength fy: the nominal stress (0,2 % proof stress) specified in Tables 2.1 and 2.2; ultimate tensile strength fu: the nominal ultimate tensile strength specified in Tables 2.1 and 2.2. (2) The ductility requirements in EN 1993-1-1:2005, 3.2.2 also apply to stainless steels. Steels conforming with o
48、ne of the steel grades listed in Table 2.1 should be accepted as satisfying these requirements. The steels listed in Table 2.2 should have declared properties that meet the ductility requirements given in EN 1993-1-1. (3) Higher strength values, for example derived from cold working the base materia
49、l, may be used in design provided they are verified by tests in accordance with Clause 7. Table 2.1 Nominal values of the yield strength fyand the ultimate tensile strength fufor structural stainless steels to EN 10088 aDIN EN 1993-1-4:2015-10 EN 1993-1-4:2006 + A1:2015 (E) 8Type of stainless steel Grade Product form Cold rolled strip Hot rolled strip Hot rolled plate Bars, rods and sectionsNominal thickness t t
