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ENV 1999-2 : DRAFT 1998

Superseded

Superseded

A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.

EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 2: STRUCTURES SUSCEPTIBLE TO FATIGUE

Superseded date

01-02-2007

Published date

12-01-2013

0 Foreword
1 General
  1.1 Scope of Eurocode 9 Part 2
      1.1.1 Application
      1.1.2 Structural forms
      1.1.3 Basic products
      1.1.4 Member forms
      1.1.5 Materials
      1.1.6 Joining methods
      1.1.7 Environmental conditions
  1.2 Normative references
  1.3 Distinction between Principles and Application Rules
  1.4 Assumptions
  1.5 Definitions
      1.5.1 Terms common to all Eurocodes
      1.5.2 Special terms used in this Part 2 of Eurocode 9
  1.6 Symbols
  1.7 Design Documents
      1.7.1 Drawings
      1.7.2 Manufacturing specification
      1.7.3 Operation manual
      1.7.4 Maintenance manual
2 Basis of design
  2.1 General
      2.1.1 Design objective
      2.1.2 Influence of fatigue on design
      2.1.3 Mechanism of failure
      2.1.4 Potential sites for fatigue cracking
      2.1.5 Conditions for fatigue susceptibility
      2.1.6 Methods of fatigue design
  2.2 Safe life design
      2.2.1 Prerequisites for safe life design
      2.2.2 Calculation procedure for Safe life design
  2.3 Damage tolerant design
      2.3.1 Prerequisites for damage tolerant design
      2.3.2 Determination of inspection strategy for
            damage tolerant design
  2.4 Design by assisted testing
3 Loading
  3.1 Sources of fatigue loading
  3.2 Derivation of fatigue loading
  3.3 Equivalent fatigue loading
  3.4 Partial safety factors for fatigue loading
4 Stress Analysis
  4.1 Global stress analysis
      4.1.1 General
      4.1.2 Use of beam elements
      4.1.3 Use of membrane and shell elements
  4.2 Applicability of nominal, modified nominal and hot
      spot stresses
      4.2.1 Nominal stresses
      4.2.2 Modified nominal stresses
      4.2.3 Hot spot stresses
  4.3 Derivation of stresses
      4.3.1 Derivation of nominal stresses
      4.3.2 Derivation of modified nominal stresses
      4.3.3 Derivation of hot spot stresses
      4.3.4 Stress orientation
  4.4 Stress range parameters for specific initiation sites
      4.4.1 Parent material, full penetration welds and
            mechanically fastened joints
      4.4.2 Fillet and partial penetration butt welds
      4.4.3 Adhesive bonds
      4.4.4 Castings
  4.5 Stress spectra
      4.5.1 Cycle counting
      4.5.2 Derivation of stress spectrum
5 Fatigue strength
  5.1 Detail categories
      5.1.1 Factors affecting detail category
      5.1.2 Detail category tables
  5.2 Fatigue strength data
      5.2.1 Classified details
      5.2.2 Unclassified details
      5.2.3 Adhesively bonded joints
      5.2.4 Hot spot stress
  5.3 Effect of mean stress
      5.3.1 General
      5.3.2 Plain material and mechanically fastened joints
      5.3.3 Welded joints
      5.3.4 Adhesive joints
      5.3.5 Low endurance range
      5.3.6 Cycle counting for R-ratio calculation
  5.4 Effect of environment
  5.5 Improvement techniques
6 Quality requirements
  6.1 Determination of required quality level
  6.2 Designation of quality levels on drawings
  6.3 Fitness-for-purpose assessment
Annex A (Informative) Stress analysis
Annex B (Informative) Guidance an assessment by fracture
        mechanics
Annex C (Informative) Testing for fatigue design
Annex D (Normative) Inspection and workmanship acceptance
        levels
Annex E (Informative) Fatigue strength improvement of welds
Annex F (Informative) Low cycle fatigue
Annex G (Informative) Influence of R-ratio

Covers the basis for the design of aluminium alloy structures with respect to the limit state of fatigue induced fracture.

Committee
TC 250
DocumentType
Draft
PublisherName
Comite Europeen de Normalisation
Status
Superseded

Standards Relationship
DIN V ENV 1999-2:2001-03 Identical
I.S. ENV 1999-2:1998 Identical
UNI ENV 1999-2 : 2002 Identical
NEN NVN ENV 1999-2 : 1998 Identical
UNE-ENV 1999-2:2002 Identical
NBN ENV 1999-2 : 1998 Identical
DD ENV 1999-2:2000 Identical

DD ENV 1999-1.1 : DRAFT DEC 2000 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 101: GENERAL RULES - GENERAL RULES AND RULES FOR BUILDINGS
DIN EN 13981-1:2003-11 ALUMINIUM AND ALUMINIUM ALLOYS - PRODUCTS FOR STRUCTURAL RAILWAY APPLICATIONS - TECHNICAL CONDITIONS FOR INSPECTION AND DELIVERY - PART 1: EXTRUDED PRODUCTS
BS EN 13981-4:2006 Aluminium and aluminium alloys. Products for structural railway applications. Technical conditions for inspection and delivery Forgings
EN 12810-1:2003 Façade scaffolds made of prefabricated components - Part 1: Products specifications
DIN EN 13981-2:2004-10 Aluminium and aluminium alloys - Products for structural railway applications, Technical conditions for inspection and delivery - Part 2: Plates and sheets
I.S. ENV 1991-2-7:1999 EUROCODE 1: BASIS OF DESIGN AND ACTIONS ON STRUCTURES - PART 2-7: ACTIONS ON STRUCTURES - ACCIDENTAL ACTIONS DUE TO IMPACT AND EXPLOSIONS
DIN EN 13981-4:2007-02 Aluminium and aluminium alloys - Products for structural railway applications - Technical conditions for inspection and delivery - Part 4: Forgings
BS EN 12810-1:2003 Facade scaffolds made of prefabricated components Product specifications
04/30050376 DC : DRAFT AUG 2004 EN 13981-4 - ALUMINIUM AND ALUMINIUM ALLOYS - PRODUCTS FOR STRUCTURAL RAILWAY APPLICATIONS - TECHNICAL CONDITIONS FOR INSPECTION AND DELIVERY - PART 4: FORGINGS
I.S. ENV 1999-1-1:1998 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-1: GENERAL RULES - GENERAL RULES AND RULES FOR BUILDINGS
BS EN 13981-2:2004 Aluminium and aluminium alloys. Products for structural railway applications. Technical conditions for inspection and delivery Plates and sheets
BS EN 13981-3:2006 Aluminium and aluminium alloys. Products for structural railway applications. Technical conditions for inspection and delivery Castings
EN 13981-2:2004 Aluminium and aluminium alloys - Products for structural railway applications - Technical conditions for inspection and delivery - Part 2: Plates and sheets
EN 13981-4:2006 Aluminium and aluminium alloys - Products for structural railway applications - Technical conditions for inspection and delivery - Part 4: Forgings
EN 13981-3:2006 Aluminium and aluminium alloys - Products for structural railway applications - Technical conditions for inspection and delivery - Part 3: Castings
EN 13981-1:2003 Aluminium and aluminium alloys - Products for structural railway applications - Technical conditions for inspection and delivery - Part 1: Extruded products
ENV 1999-1-2 : 1998 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - GENERAL RULES - STRUCTURAL FIRE DESIGN
ENV 1999-1-1 : 1998 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-1: GENERAL RULES - GENERAL RULES AND RULES FOR BUILDINGS
I.S. ENV 1999-1-2:1998 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
I.S. EN 12810-1:2004 FACADE SCAFFOLDS MADE OF PREFABRICATED ELEMENTS - PRODUCT SPECIFICATIONS
DD ENV 1999-1.2 : DRAFT DEC 2000 EUROCODE 9: DESIGN OF ALUMINIUM STRUCTURES - PART 1-2: GENERAL RULES - STRUCTURAL FIRE DESIGN
04/30050372 DC : DRAFT JUN 2004 EN 13981-3 - ALUMINIUM AND ALUMINIUM ALLOYS - PRODUCTS FOR STRUCTURAL RAILWAY APPLICATIONS - TECHNICAL CONDITIONS FOR INSPECTION AND DELIVERY - PART 3: CASTINGS
BS EN 13981-1:2003 Aluminium and aluminium alloys. Products for structural railway applications. Technical conditions for inspection and delivery Extruded products
DIN EN 12810-1:2004-03 Facade scaffolds made of prefabricated components - Part 1: Products specifications

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