Brittle Fracture Selection of Steel Sub-grade to BS EN 1993-1-10, Contents:
1 BRITTLE FRACTURE – INTRODUCTION
1.1 Fracture mechanics
1.2 Basic concepts
1.3 Eurocode procedures for sub-grade selection
1.4 Evaluation using fracture mechanics
2 DEVELOPMENT OF EUROCODE GUIDANCE
2.1 Detail types
2.2 Crack size
2.3 Crack growth
2.4 Stress intensity factor
2.5 Limiting temperature, TEd
2.6 Numerical example
3 GUIDANCE FOR QUASI-STATIC STRUCTURES
3.1 Modified calculation process
3.2 Numerical example – quasi-static structures
3.3 Modified thickness limits
4 UK NATIONAL ANNEX PROVISIONS
4.1 UK NA adjustments
4.2 Modified thickness limits for use with quasi-static structures and the UK NA
5 IMPLEMENTATION OF THE UK NA PROVISIONS FOR QUASI-STATIC STRUCTURES
6 BIBLIOGRAPHY
7 REFERENCES
8 CREDITS
APPENDIX A NUMERICAL EXAMPLES
A.1 Example from BS EN 1993-1 -10, for an element subject to fatigue
A.2 Modified example for quasi-static structures
A.3 Application of the UK National Annex provisions applied to quasi-static structures
Brittle Fracture Selection of Steel Sub-grade to BS EN 1993-1-10
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