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BS EN 1993-1-9:2005

Current
Current

The latest, up-to-date edition.

Eurocode 3. Design of steel structures Fatigue
Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

28-02-2010

1 General
  1.1 Scope
  1.2 Normative references
  1.3 Terms and definitions
  1.4 Symbols
2 Basic requirements and methods
3 Assessment methods
4 Stresses from fatigue actions
5 Calculation of stresses
6 Calculation of stress ranges
  6.1 General
  6.2 Design value of nominal stress range
  6.3 Design value of modified nominal stress range
  6.4 Design value of stress range for welded joints of
      hollow sections
  6.5 Design value of stress range for geometrical (hot spot)
      stress
7 Fatigue strength
  7.1 General
  7.2 Fatigue strength modifications
8 Fatigue verification
Annex A [normative] - Determination of fatigue load
                      parameters and verification formats
Annex B [normative] - Fatigue resistance using the geometric
                      (hot spot) stress method

Provides methods for the assessment of fatigue resistance of members, connections and joints subjected to fatigue loading.

  1. EN 1993-1-9 gives methods for the assessment of fatigue resistance of members, connections and joints subjected to fatigue loading.

  2. These methods are derived from fatigue tests with large scale specimens, that include effects of geometrical and structural imperfections from material production and execution (e.g. the effects of tolerances and residual stresses from welding).

    NOTE 1 For tolerances see EN 1090. The choice of the execution standard may be given in the National Annex, until such time as EN 1090 is published.

    NOTE 2 The National Annex may give supplementary information on inspection requirements during fabrication.

  3. The rules are applicable to structures where execution conforms with EN 1090.

    NOTE Where appropriate, supplementary requirements are indicated in the detail category tables.

  4. The assessment methods given in this part are applicable to all grades of structural steels, stainless steels and unprotected weathering steels except where noted otherwise in the detail category tables. This part only applies to materials which conform to the toughness requirements of EN 1993-1-10.

  5. Fatigue assessment methods other than the ∆σR-N methods as the notch strain method or fracture mechanics methods are not covered by this part.

  6. Post fabrication treatments to improve the fatigue strength other than stress relief are not covered in this part.

  7. The fatigue strengths given in this part apply to structures operating under normal atmospheric conditions and with sufficient corrosion protection and regular maintenance. The effect of seawater corrosion is not covered. Microstructural damage from high temperature (> 150 °C) is not covered.

Committee
CB/203
DevelopmentNote
Supersedes DD ENV 1993-1.1 (05/2005) National Annex of this document is also available. See BS EN 1993-1-9 NA. (05/2008) Also available as part of BS KIT 207. (08/2010) Supersedes BS 5400-10(1980). (01/2012)
DocumentType
Standard
Pages
40
PublisherName
British Standards Institution
Status
Current
Supersedes

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BS EN ISO 19901-3:2014 Petroleum and natural gas industries. Specific requirements for offshore structures Topsides structure
I.S. EN ISO 19901-3:2014 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE (ISO 19901-3:2014)
BS EN 1993-6 NA : 2007 UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 6: CRANE SUPPORTING STRUCTURES
14/30300516 DC : 0 BS EN ISO 19901-3 - PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE
09/30128164 DC : 0 NA TO BS EN 1993-6 - UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 6: CRANE SUPPORTING STRUCTURES
RSSB GM/GN2686 : ISSUE 1 AMD 1 2012 GUIDANCE ON RAIL VEHICLE BODYSHELL, BOGIE AND SUSPENSION ELEMENTS
RSSB GM/RT2100 : ISSUE 5 REQUIREMENTS FOR RAIL VEHICLE STRUCTURES
BS EN 1993-1-9 NA : 2005 UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE
BS EN 1993-3-1 NA : 2006 UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 3-1: TOWERS, MASTS AND CHIMNEYS - TOWERS AND MASTS
PD 6695-1-9:2008 Recommendations for the design of structures to BS EN 1993-1-9
BS PD6705-2(2010) : 2010 STRUCTURAL USE OF STEEL AND ALUMINIUM - PART 2: RECOMMENDATIONS FOR THE EXECUTION OF STEEL BRIDGES TO BS EN 1090-2
BS EN 1993-1-1 NA : 2005 UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 1-1: GENERAL RULES AND RULES FOR BUILDINGS
CSA Z19901-3 : 2011 PETROLEUM AND NATURAL GAS INDUSTRIES - SPECIFIC REQUIREMENTS FOR OFFSHORE STRUCTURES - PART 3: TOPSIDES STRUCTURE
ISO 19901-3:2014 Petroleum and natural gas industries — Specific requirements for offshore structures — Part 3: Topsides structure
EN ISO 19901-3:2014 Petroleum and natural gas industries - Specific requirements for offshore structures - Part 3: Topsides structure (ISO 19901-3:2014)
BS EN 1993-2 NA : 2008 UK NATIONAL ANNEX TO EUROCODE 3: DESIGN OF STEEL STRUCTURES - PART 2: STEEL BRIDGES
07/30128138 DC : 0 BS EN 1993-1-9 - NATIONAL ANNEX TO EUROCODE 3 - DESIGN OF STEEL STRUCTURES - PART 1-9: FATIGUE

EN 1994-2:2005/AC:2008 EUROCODE 4 - DESIGN OF COMPOSITE STEEL AND CONCRETE STRUCTURES - PART 2: GENERAL RULES AND RULES FOR BRIDGES
EN 1990:2002/A1:2005/AC:2010 EUROCODE - BASIS OF STRUCTURAL DESIGN

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