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FprEN 1993-1-4

(Main)

Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures

Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures

1.1   Scope of prEN 1993-1-4
This document provides supplementary rules for the structural design of steel structures 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, duplex (austenitic-ferritic) and ferritic stainless steels.
NOTE 1   Austenitic-ferritic stainless steels are commonly known as duplex stainless steels. The term duplex stainless steel is used in this document.
NOTE 2   Information on the durability of stainless steels is given in Annex A.
NOTE 3   The execution of stainless steel structures is covered in EN 1090-2 and EN 1090-4.
1.2   Assumptions
Unless specifically stated, EN 1990, EN 1991 (all parts), EN 1993-1-1, EN 1993-1-3, EN 1993-1-5 and EN 1993-1-8 apply.
The design methods given in prEN 1993-1-4 are applicable if
-   the execution quality is as specified in EN 1090-2 and EN 1090-4, and
-   the construction materials and products used are as specified in EN 1993-1-1, EN 1993-1-3, EN 1993 1-5 and EN 1993-1-8, or in the relevant material and product specifications.

Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-4: Tragwerke aus nichtrostenden Stählen

1.1   Anwendungsbereich von prEN 1993 1 4
(1) Dieses Dokument enthält ergänzende Regeln für die Tragwerksbemessung von Stahlbauten, die die Anwendung von EN 1993 1 1, EN 1993 1 3, EN 1993 1 5 und EN 1993 1 8 auf austenitische nichtrostende Stähle, (austenitisch-ferritische) nichtrostende Duplexstähle und ferritische nichtrostende Stähle erweitern und abändern.
ANMERKUNG 1   Austenitisch-ferritische nichtrostende Stähle sind allgemein bekannt als nichtrostende Duplexstähle. In dieser Norm wird die Benennung nichtrostender Duplexstahl verwendet.
ANMERKUNG 2   Informationen zur Dauerhaftigkeit von nichtrostenden Stählen sind in Anhang A enthalten.
ANMERKUNG 3   Die Ausführung von Tragwerken aus nichtrostenden Stählen wird in EN 1090 2 und EN 1090 4 behandelt.
1.2   Voraussetzungen
(1) Sofern nicht spezifisch angegeben, gelten EN 1990, EN 1991 (alle Teile), EN 1993 1 1, EN 1993 1 3, EN 1993 1 5 und EN 1993 1 8.
(2) Die in prEN 1993 1 4 angegebenen Bemessungsverfahren sind anwendbar, wenn
-   die Qualität der Ausführung den Festlegungen von EN 1090 2 und EN 1090 4 entspricht, und
-   die verwendeten Baustoffe und Bauprodukte den Festlegungen von EN 1993 1 1, EN 1993 1 3, EN 1993 1 5 und EN 1993 1 8, oder den maßgebenden Baustoff- und Produktspezifikationen entsprechen.

Eurocode 3 - Calcul des structures en acier - Partie 1-4: Structures en aciers inoxydables

1.1   Domaine d'application du prEN 1993-1-4
Le présent document donne des règles supplémentaires pour le dimensionnement des structures en acier, qui élargissent et modifient l'application de l'EN 1993-1-1, de l'EN 1993-1-3, de l'EN 1993-1-5 et de l'EN 1993-1-8 aux aciers inoxydables austénitiques, duplex (austéno-ferritiques) et ferritiques.
NOTE 1   Les aciers inoxydables austéno-ferritiques sont communément appelés aciers inoxydables duplex. Le terme acier inoxydable duplex est utilisé dans le présent document.
NOTE 2   Des informations sur la durabilité des aciers inoxydables sont données dans l'Annexe A.
NOTE 3   L'exécution des structures en acier inoxydable est traitée dans l'EN 1090-2 et dans l'EN 1090-4.
1.2   Hypothèses
Sauf indication contraire, l'EN 1990, l'EN 1991 (toutes les parties), l'EN 1993-1-1, l'EN 1993-1-3, l'EN 1993-1-5 et l'EN 1993-1-8 s'appliquent.
Les méthodes de calcul données dans le prEN 1993-1-4 sont applicables si :
-   la qualité de l'exécution est telle que spécifiée dans l'EN 1090-2 et l'EN 1090-4 ; et
-   les matériaux et produits de construction sont tels que spécifiés dans l'EN 1993-1-1, l'EN 1993-1-3, l'EN 1993 1-5 et l'EN 1993-1-8 ou dans les spécifications de matières et de produits applicables.

Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-4. del: Nerjavne jeklene konstrukcije

General Information

Status
Not Published
Publication Date
25-Feb-2025
ICS
91.010.30 - Technical aspects
91.080.13 - Steel structures
Technical Committee
CEN/TC 250 - Structural Eurocodes
Drafting Committee
CEN/TC 250/SC 3/WG 4 - Evolution of EN 1993-1-4 - Stainless stee
Current Stage
5060 - Closure of Vote - Formal Approval
Start Date
28-Nov-2024
Due Date
28-Aug-2021
Completion Date
28-Nov-2024
Directive
305/2011 - Regulation (eu) No 305/2011 of the European Parliament and of the Council of 9 march 2011 laying down harmonised conditions for the marketing of construction products and repealing council directive 89/106/eec
Mandate
M/515 - Mandate for amending existing Eurocodes and extending the scope of structural Eurocodes
M/517 - Mandate addressed to CEN, CENELEC and ETSI for the programming and development of Horizontal Service Standards
Ref Project
kSIST FprEN 1993-1-4:2024 - Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures

Relations

Revises
EN 1993-1-4:2006 - Eurocode 3 - Design of steel structures - Part 1-4: General rules - Supplementary rules for stainless steels
Effective Date
19-Jan-2023

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SLOVENSKI STANDARD
oSIST prEN 1993-1-4:2023
01-maj-2023
Evrokod 3 - Projektiranje jeklenih konstrukcij - 1-4. del: Nerjavne jeklene
konstrukcije
Eurocode 3 - Design of steel structures - Part 1-4: Stainless steel structures
Eurocode 3 - Bemessung und Konstruktion von Stahlbauten - Teil 1-4: Tragwerke aus
nichtrostenden Stählen
Eurocode 3 - Calcul des structures en acier - Partie 1-4: Structures en aciers inoxydables
Ta slovenski standard je istoveten z: prEN 1993-1-4
ICS:
77.140.20 Visokokakovostna jekla Stainless steels
91.010.30 Tehnični vidiki Technical aspects
91.080.13 Jeklene konstrukcije Steel structures
oSIST prEN 1993-1-4:2023 en,fr,de
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

oSIST prEN 1993-1-4:2023
oSIST prEN 1993-1-4:2023
DRAFT
EUROPEAN STANDARD
prEN 1993-1-4
NORME EUROPÉENNE
EUROPÄISCHE NORM
March 2023
ICS 91.010.30; 91.080.13 Will supersede EN 1993-1-4:2006
English Version
Eurocode 3 - Design of steel structures - Part 1-4: Stainless
steel structures
Eurocode 3 - Calcul des structures en acier - Partie 1-4: Eurocode 3 - Bemessung und Konstruktion von
Règles générales - Règles supplémentaires pour les Stahlbauten - Teil 1-4: Allgemeine Bemessungsregeln -
aciers inoxydables Ergänzende Regeln zur Anwendung von
nichtrostender Stählen
This draft European Standard is submitted to CEN members for enquiry. It has been drawn up by the Technical Committee
CEN/TC 250.
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, Türkiye 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
© 2023 CEN All rights of exploitation in any form and by any means reserved Ref. No. prEN 1993-1-4:2023 E
worldwide for CEN national Members.

oSIST prEN 1993-1-4:2023
prEN 1993-1-4:2023 (E)
Contents Page
European foreword . 4
0 Introduction . 5
1 Scope . 8
1.1 Scope of EN 1993-1-4 . 8
1.2 Assumptions . 8
2 Normative references . 8
3 Terms, definitions and symbols . 9
3.1 Terms and definitions . 9
3.2 Symbols and abbreviations . 9
4 Basis of design . 12
4.1 General rules . 12
4.1.1 Basic requirements . 12
4.2 Design assisted by testing . 12
5 Materials . 12
5.1 Structural stainless steels . 12
5.1.1 General. 12
5.1.2 Material properties . 13
5.1.3 Fracture toughness. 16
5.1.4 Through-thickness properties . 19
5.1.5 Values of other material properties . 19
5.2 Connecting devices . 20
5.2.1 Fasteners . 20
5.2.2 Preloaded bolts . 20
5.2.3 Welding consumables . 20
6 Durability . 21
7 Structural analysis . 21
7.1 Structural modelling for analysis . 21
7.2 Global analysis . 21
7.2.1 Consideration of second order effects . 21
7.3 Imperfections . 21
7.3.1 Equivalent bow imperfection for global and member design . 21
7.3.2 Imperfection based on elastic critical buckling modes. 21
7.4 Methods of analysis considering material non-linearities . 22
7.4.1 General. 22
7.4.2 Elastic global analysis . 22
7.4.3 Plastic global analysis . 23
7.5 Classification of cross-sections . 27
8 Ultimate limit states . 31
8.1 Partial factors . 31
8.2 Resistance of cross-sections . 32
8.2.1 General. 32
8.2.2 Effective cross-section properties . 32
8.2.3 Compression . 34
8.2.4 Bending . 34
oSIST prEN 1993-1-4:2023
prEN 1993-1-4:2023 (E)
8.2.5 Shear 34
8.2.6 Resistance to transverse forces . 35
8.2.7 Transverse web stiffeners . 36
8.3 Buckling resistance of members . 36
8.3.1 General . 36
8.3.2 Uniform members in compression . 36
8.3.3 Uniform members in bending . 37
8.3.4 Uniform members in bending and axial compression . 38
9 Serviceability limit states . 41
9.1 General . 41
9.2 Determination of deflections . 41
10 Connection design . 42
10.1 General . 42
10.2 Bolted connections . 42
10.3 Design of welds . 46
11 Fatigue . 47
12 Fire resistance . 47
Annex A (normative) Selection of materials and durability . 48
A.1 Use of this Annex . 48
A.2 Scope and field of Application . 48
A.3 Corrosion protection of construction products — Requirements . 48
A.4 Selection of materials . 48
A.5 Swimming pool environments . 51
A.6 Corrosion protection of connections with other metals . 52
A.7 Galvanizing and contact with molten zinc . 52
Annex B (normative) Continuous strength method . 53
B.1 Use of this Annex . 53
B.2 Scope and field of Application . 53
B.3 General . 53
B.4 Material modelling . 53
B.5 Cross-section deformation capacity . 54
B.6 Resistance of cross-sections . 55
Bibliography . 60

oSIST prEN 1993-1-4:2023
prEN 1993-1-4:2023 (E)
European foreword
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