1、BRITISH STANDARDBS EN 1993-1-4:2006Eurocode 3 Design of steel structures Part 1-4: General rules Supplementary rules for stainless steelsThe European Standard EN 1993-1-4:2006 has the status of a British StandardICS 91.040.01; 91.080.10g49g50g3g38g50g51g60g44g49g42g3g58g44g55g43g50g56g55g3g37g54g44g
2、3g51g40g53g48g44g54g54g44g50g49g3g40g59g38g40g51g55g3g36g54g3g51g40g53g48g44g55g55g40g39g3g37g60g3g38g50g51g60g53g44g42g43g55g3g47g36g58Licensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIBS EN 1993-1-4:2006This British Standard was published under the authorit
3、y of the Standards Policy and Strategy Committee on 30 November 2006 BSI 2006ISBN 0 580 49666 XNational forewordThis British Standard was published by BSI. It is the UK implementation of EN 1993-1-4:2006. The UK participation in its preparation was entrusted by Technical Committee B/525, Building an
4、d civil engineering structures, to Subcommittee B/525/31, Structural use of steel.A list of organizations represented on B/525/31 can be obtained on request to its secretary.The structural Eurocodes are divided into packages by grouping Eurocodes for each of the main materials: concrete, steel, comp
5、osite concrete and steel, timber, masonry and aluminium; this is to enable a common date of withdrawal (DOW) for all the relevant parts that are needed for a particular design. The conflicting national standards will be withdrawn at the end of the coexistence period, after all the EN Eurocodes of a
6、package are available. Following publication of the EN, there is a period allowed for national calibration during which the National Annex is issued, followed by a coexistence period of a maximum three years. During the coexistence period Member States are encouraged to adapt their national provisio
7、ns. Conflicting national standards will be withdrawn by March 2010 at the latest. Where a normative part of this EN allows for a choice to be made at national level, the range and possible choice will be given in the normative text, and a note will qualify it as a Nationally Determined Parameter (ND
8、P). NDPs can be a specific value for a factor, a specific level or class, a particular method or a particular application rule if several are proposed in the EN. To enable EN 1993-1-4 to be used in the UK, the NDPs will be published in a National Annex, which will be made available by BSI in due cou
9、rse after public consultation has taken place.This publication does not purport to include all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.Amendments issued since publicatio
10、nAmd. No. Date CommentsLicensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEUROPEAN STANDARDNORME EUROPENNEEUROPISCHE NORMEN 1993-1-4October 2006ICS 91.040.01; 91.080.10 Supersedes ENV 1993-1-4:1996 English VersionEurocode 3 - Design of steel structures - Part
11、1-4: General rules- Supplementary rules for stainless steelsEurocode 3 - Calcul des structures en acier - Partie 1-4:Rgles gnrales - Rgles supplmentaires pour les aciersinoxydablesEurocode 3 - Bemessung und Konstruktion vonStahlbauten - Teil 1-4: Allgemeine Bemessungsregeln -Ergnzende Regeln zur Anw
12、endung von nichtrostenderSthlenThis European Standard was approved by CEN on 9 January 2006.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions for giving this EuropeanStandard the status of a national standard without any alteration. Up-to-date l
13、ists and bibliographical references concerning such nationalstandards may be obtained on application to the Central Secretariat or to any CEN member.This European Standard exists in three official versions (English, French, German). A version in any other language made by translationunder the respon
14、sibility of a CEN member into its own language and notified to the Central Secretariat has the same status as the officialversions.CEN members are the national standards bodies of Austria, Belgium, Cyprus, Czech Republic, Denmark, Estonia, Finland, France,Germany, Greece, Hungary, Iceland, Ireland,
15、Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania,Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE FOR STANDARDIZATIONCOMIT EUROPEN DE NORMALISATIONEUROPISCHES KOMITEE FR NORMUNGManagement Centre: rue de Stassart, 36 B-105
16、0 Brussels 2006 CEN All rights of exploitation in any form and by any means reservedworldwide for CEN national Members.Ref. No. EN 1993-1-4:2006: ELicensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1993-1-4: 2006 (E) 2 Contents Page Foreword 3 1 General 4 1
17、.1 Scope 4 1.2 Normative references 4 1.3 Assumptions 5 1.4 Distinction between principles and application rules 5 1.5 Definitions 5 1.6 Symbols 5 2 Materials 6 2.1 Structural stainless steels 6 2.2 Bolts 8 2.3 Welding consumables 9 3 Durability 9 4 Serviceability limit states 10 4.1 General 10 4.2
18、Determination of deflections 10 5 Ultimate limit states 12 5.1 General 12 5.2 Classification of cross-sections 12 5.3 Resistance of cross-sections 17 5.4 Buckling resistance of members 18 5.5 Uniform members in bending and axial compression 20 5.6 Shear resistance 21 5.7 Transverse web stiffeners 21
19、 6 Connection design 22 6.1 General 22 6.2 Bolted connections 22 6.3 Design of welds 23 7 Design assisted by testing 23 8 Fatigue 23 9 Fire resistance 23 Annex A informative Durability 24 A.1 Introduction 24 A.2 Types of corrosion 25 A.3 Levels of risk 27 A.4 Selection of materials 27 A.5 Design for
20、 corrosion control 30 A.6 Connections 31 Annex B informative Stainless steel in the work hardened condition 34 B.1 General 34 B.2 Work hardening from cold rolling 34 B.3 Work hardening from fabrication 34 Annex C informative Modelling of material behaviour 35 C.1 General 35 C.2 Material properties 3
21、5 Licensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1993-1-4: 2006 (E) 3 Foreword 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 Co
22、mmittee CEN/TC250 Structural Eurocodes , the Secretariat of which is held by BSI. CEN/TC250 is responsible 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
23、and conflicting National Standards shall be withdrawn at latest by March 2010. This Eurocode supersedes ENV 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, Cyp
24、rus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, 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 stan
25、dard gives alternative procedures, values and recommendations with notes indicating where national choices 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
26、 be constructed in the relevant country. National choice is allowed in EN 1993-1-4 through clauses: 2.1.4(2) 2.1.5(1) 5.1(2) 5.5(1) 5.6(2) 6.1(2) 6.2(3) Licensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1993-1-4: 2006 (E) 4 1 General 1.1 Scope (1) This Par
27、t 1.4 of EN 1993 gives supplementary provisions for the design of buildings and civil engineering works 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 durabil
28、ity of stainless steels is given in Annex A. NOTE 2: The execution of stainless steel structures is covered 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, thr
29、ough reference to this text, constitute provisions of this European Standard. For dated references, subsequent 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 applyin
30、g the most recent editions of the normative documents indicated below. For undated references, the latest 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 st
31、eel, aluminium or stainless steel sheet. Stainless steel; EN 1090-2 Execution of steel structures and aluminium structures Part 2: Technical requirements for steel structures; EN 1993-1-1 Design of steel structures: General rules and rules for buildings; EN 1993-1-2 Design of steel structures: Struc
32、tural 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 1993-1-6 Design of steel structures: Strength and stability of shell structures; EN 1993-1-8 Design of steel structures: Desi
33、gn 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 steel structures: Design of structures with tension components made of steel; EN 1993-1-12 Design of steel structures: A
34、dditional 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 studs; EN ISO 3506-2 Mechanical properties of corrosion resistant stainless steel fasteners Part 2: Nuts EN ISO 3506-3
35、 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 - Product grade A; EN ISO 7090 Plain washers, chamfered - Normal series - Product grade A; EN ISO 9445 Continuously cold-rol
36、led stainless steel narrow strip, wide strip, plate/sheet and cut lengths - Tolerances on dimensions and form EN 10029 Specification for tolerances on dimensions, shape and mass for hot rolled steel plates 3 mm thick or above; Licensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontro
37、lled Copy, (c) BSIEN 1993-1-4: 2006 (E) 5 EN 10052 Vocabulary of heat treatment terms for ferrous products; EN 10088-1 Stainless steels Part 1: List of stainless steels; EN 10088-2 Stainless steels Part 2: Technical delivery conditions for sheet/plate and strip for general purposes; EN 10088-3 Stain
38、less steels - Part 3: Technical delivery conditions for semi-finished products, bars, rods and sections for general purposes; EN 10162 Cold rolled steel sections. Technical delivery conditions. Dimensional and cross-sectional tolerances; EN 10219-2 Cold formed welded structural sections of non-alloy
39、 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) The rules i
40、n 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 1993-1-8,
41、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 compression flang
42、e 1,Ed,ser serviceability design stress n coefficient Licensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1993-1-4: 2006 (E) 6 2 Materials 2.1 Structural stainless steels 2.1.1 General (1) The provisions given in this Part 1.4 should be applied only to desig
43、n using austenitic, austenitic-ferritic and ferritic stainless steels. (2) The nominal values of the material properties given in 2.1.2 should be used as characteristic values in structural design calculations. (3) For further information about material properties reference should be made to EN 1008
44、8. (4) The design provisions specified in this Part 1.4 are applicable for material of nominal yield strength fy up to and including 480 N/mm2. NOTE: Rules for the use of work hardened material with fy 480 N/mm2 are given in Informative Annex B. (5) The higher strength of other materials (see 2.1.2
45、and Annex B) may be taken into account in the design provided that doing so is justified by appropriate tests in accordance with Section 7. 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
46、 strength fy: the nominal stress (0,2% proof stress) specified in Table 2.1; - ultimate tensile strength fu: the nominal ultimate tensile strength specified in Table 2.1. (2) The ductility requirements in EN 1993-1-1, clause 3.2.2 also apply to stainless steels. Steels conforming with one of the ste
47、el grades listed in Table 2.1 should be accepted as satisfying these requirements. (3) For structural hollow sections, the strength values given in Table 2.1 for the relevant product form of the base material (cold-rolled strip, hot rolled strip or hot rolled plate) should be used. (4) Higher streng
48、th values derived from cold working the base material may be used in design provided they are verified by tests on coupons taken from the structural hollow section in accordance with Section 7. (5) For cold worked material, the material tests given in the material certificate required according to E
49、N 1090, should be in such a direction that the strength values used in design are independent of the direction of rolling or stretching. Licensed Copy: Wang Bin, na, Mon Mar 19 07:25:12 GMT+00:00 2007, Uncontrolled Copy, (c) BSIEN 1993-1-4: 2006 (E) 7 Table 2.1: Nominal values of the yield strength fy and the ultimate tensile strength fu for structural stainless steels to EN 10088 1) Product form Cold rolled strip Hot rolled strip Hot rolled plate Bars, rods and sections Nominal thickness t t 6 mm t 12 mm t 75 mm t
