NF EN 1993-4-3 : 2007
Current
The latest, up-to-date edition.
EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-3: PIPELINES
12-01-2013
Foreword
Background of the Eurocode programme
Status and field of application of Eurocodes
National Standards implementing Eurocodes
Links between Eurocodes and harmonised technical
specifications (EN[s] and ETA[s])
Additional information specific to EN 1993-4-3
National Annex for EN 1993-4-3
1 General
1.1 Scope
1.2 Normative references
1.3 Assumptions
1.4 Distinction between principles and application rules
1.5 Definitions
1.6 S.I. units
1.7 Symbols used in Part 4-3 of Eurocode 3
1.8 Terminology
2 Basis of design
2.1 General
2.2 Fundamental requirements for pipelines
2.3 Reliability differentiation
2.4 Methods of analysis
2.5 Ultimate limit states
2.6 Serviceability limit state
3 Properties of materials
3.1 General
3.2 Mechanical properties of pipeline steels
3.3 Mechanical properties of welds
3.4 Toughness requirements of plate materials and welds
3.5 Fasteners
3.6 Soil properties
4 Actions
4.1 Actions to be considered
4.2 Partial factors for actions
4.3 Load combinations for ultimate limit states
4.4 Load combinations for serviceability limit
state design
5 Analysis
5.1 Structural models
5.2 Ultimate limit state verification
5.3 Serviceability limit state verifications
6 Structural design aspects of fabrication and
erection
Annex A: [informative] - Analysis of resistances,
deformations, stresses and strains of buried
pipelines
A.1 Procedure and scope of analysis
A.2 Analysis for straight pipes
A.3 Analysis for bends
Annex B: [informative] - Bibliography to National Standards
and design guides
Annex C: [informative] - Bibliography
C.1 General bibliography on pipelines
C.2 Bibliography on geotechnical engineering
Specifies principles and application rules for the structural design of cylindrical steel pipelines for the transport of liquids or gases or mixtures of liquids and gases at ambient temperatures, which are not treated by other European standards covering particular applications.
| DevelopmentNote |
Indice de classement: P22-343. Supersedes NF ENV 1993 4-3. (06/2012)
|
| DocumentType |
Standard
|
| PublisherName |
Association Francaise de Normalisation
|
| Status |
Current
|
| Supersedes |
| Standards | Relationship |
| BS EN 1993-4-3:2007 | Identical |
| NBN EN 1993-4-3 : 2007 COR 2009 | Identical |
| DIN EN 1993-4-3:2010-12 | Identical |
| I.S. EN 1993-4-3:2007 | Identical |
| NS EN 1993-4-3 : 2007 + NA 2009 | Identical |
| EN 1993-4-3:2007 | Equivalent |
| NF EN 1993 1-6 : 2007 AMD 1 2017 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
| NF EN 1999-1-5 : 2007 | EUROCODE 9 - DESIGN OF ALUMINIUM STRUCTURES - PART 1-5: SHELL STRUCTURES |
| NF EN 14870-1 : 2012 | PETROLEUM AND NATURAL GAS INDUSTRIES - INDUCTION BENDS, FITTINGS AND FLANGES FOR PIPELINE TRANSPORTATION SYSTEMS - PART 1: INDUCTION BENDS |
| NF EN 1295-1 : 1998 | STRUCTURAL DESIGN OF BURIED PIPELINES UNDER VARIOUS CONDITIONS OF LOADING - PART 1: GENERAL REQUIREMENTS |
| ISO 3183-3:1999 | Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 3: Pipes of requirement class C |
| NF EN 13941 : 2009 + A1 2010 | DESIGN AND INSTALLATION OF PREINSULATED BONDED PIPE SYSTEMS FOR DISTRICT HEATING |
| NF EN 14870-3 : 2006 | PETROLEUM AND NATURAL GAS INDUSTRIES - INDUCTION BENDS, FITTINGS AND FLANGES FOR PIPELINE TRANSPORTATION SYSTEMS - PART 3: FLANGES |
| NF EN 1993 1-9 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE |
| NF EN 12007-3 : 2015 | GAS INFRASTRUCTURE - PIPELINES FOR MAXIMUM OPERATING PRESSURE UP TO AND INCLUDING 16 BAR - PART 3: SPECIFIC FUNCTIONAL REQUIREMENTS FOR STEEL |
| NF EN 1998-4 : 2007 | EUROCODE 8: DESIGN OF STRUCTURES FOR EARTHQUAKE RESISTANCE - PART 4: SILOS, TANKS AND PIPELINES |
| NF EN 1990 : 2003 AMD 1 2006 | EUROCODE - BASIS FOR DESIGN |
| NF EN 10208-2 : 2009 | STEEL PIPES FOR PIPELINES FOR COMBUSTIBLE FLUIDS - TECHNICAL DELIVERY CONDITIONS - PART 2: PIPES OF REQUIREMENT CLASS B |
| NF EN 1993 1-10 : 2005 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-10: MATERIAL TOUGHNESS AND THROUGH-THICKNESS PROPERTIES |
| NF EN 12732 : 2013 + A1 2014 | GAS INFRASTRUCTURE - WELDING STEEL PIPEWORK - FUNCTIONAL REQUIREMENTS |
| ISO 3183-2:1996 | Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 2: Pipes of requirements class B |
| NFX 02 006 : 1994 | FUNDAMENTAL STANDARDS - THE INTERNATIONAL SYSTEMS OF UNITS - DESCRIPTION AND RULES FOR USE - CHOICE OF MULTIPLES AND SUB-MULTIPLES |
| NF EN 1594 : 2014 | GAS INFRASTRUCTURE - PIPELINES FOR MAXIMUM OPERATING PRESSURE OVER 16 BAR - FUNCTIONAL REQUIREMENTS |
| NF EN 805 : 2000 | WATER SUPPLY - REQUIREMENTS FOR SYSTEMS AND COMPONENTS OUTSIDE BUILDINGS |
| NF EN 12007-1 : 2012 | GAS INFRASTRUCTURE - PIPELINES FOR MAXIMUM OPERATING PRESSURE UP TO AND INCLUDING 16 BAR - PART 1: GENERAL FUNCTIONAL REQUIREMENTS |
| NF EN 1993-4-2 : 2007 AMD 1 2017 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-2: TANKS |
| NF EN 12007-2 : 2012 | GAS INFRASTRUCTURE - PIPELINES FOR MAXIMUM OPERATING PRESSURE UP TO AND INCLUDING 16 BAR - PART 2: SPECIFIC FUNCTIONAL REQUIREMENTS FOR POLYETHYLENE (MOP UP TO AND INCLUDING 10 BAR) |
| NF EN 1993 1-8 : 2005 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-8: DESIGN OF JOINTS |
| NF EN 1993-1-3 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-3: GENERAL RULES - SUPPLEMENTARY RULES FOR COLD-FORMED MEMBERS AND SHEETING |
| NF EN 1993-4-1 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 4-1: SILOS |
| NF EN 1993-1-7 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-7: PLATED STRUCTURES SUBJECT TO OUT OF PLANE LOADING |
| NF EN 14163 : 2002 | PETROLEUM AND NATURAL GAS INDUSTRIES - PIPELINE TRANSPORTATION SYSTEMS - WELDING OF PIPELINES |
| NF EN 14870-2 : 2005 | PETROLEUM AND NATURAL GAS INDUSTRIES - INDUCTION BENDS, FITTINGS AND FLANGES FOR PIPELINE TRANSPORTATION SYSTEMS - PART 2: FITTINGS |
| ISO 3183-1:1996 | Petroleum and natural gas industries — Steel pipe for pipelines — Technical delivery conditions — Part 1: Pipes of requirement class A |
| NF EN 1993 1-6 : 2007 AMD 1 2017 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-6: STRENGTH AND STABILITY OF SHELL STRUCTURES |
| NF EN 10208-1 : 2009 | STEEL PIPES FOR PIPELINES FOR COMBUSTIBLE FLUIDS - TECHNICAL DELIVERY CONDITIONS - PART 1: PIPES OF REQUIREMENT CLASS A |
| NF EN 1993-1-12 : 2007 | EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-12: ADDITIONAL RULES FOR THE EXTENSION OF EN 1993 UP TO STEEL GRADES S 700 |
| NFX 02 004 : 1994 FD | FUNDAMENTAL STANDARDS - NAMES AND SYMBOLS FOR THE UNITS OF THE INTERNATIONAL SYSTEM OF UNITS |
| NF EN 1090-2 : 2009 + A1 2011 | EXECUTION OF STEEL STRUCTURES AND ALUMINIUM STRUCTURES - PART 2: TECHNICAL REQUIREMENTS FOR STEEL STRUCTURES |
| NF EN 1993 1-1 : 2005 AMD 1 2014 | EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS |
| NF EN 14161 : 2013 + A1 2015 | PETROLEUM AND NATURAL GAS INDUSTRIES - PIPELINE TRANSPORTATION SYSTEMS (ISO 13623:2009 MODIFIED) |
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