3. Conclusion
To this day, the design of welded assemblies still requires human skills capable of integrating the many data that need to be considered in order to ensure that each welded connection of a structure with a mechanical vocation is of a quality level on the one hand, and presents a mechanical behavior on the other, in line with today's industrial context, which must consider both suitability for use and production cost.
Despite advances in numerical simulation, particularly welding simulation which integrates both the thermal aspect (process) and the metallurgical aspect (material response), applications of numerical simulation to the quantitative study of structural distortion and the residual stresses generated are still hampered by a lack of knowledge of the initial field of residual stresses affecting metal components before they are processed by welding....
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Glossary and acronyms
Bibliography
Bibliography
Standards and norms
- Eurocode 3 – Structural steel design – Part 1-1: General rules and rules for buildings - NF EN 1993-1-1 - 10-05
- Eurocode 3 – Structural steel design – Part 1-8 Assemblies – AFNOR - NF EN 1993-1-8 - 12-05
- Guide to methods for assessing the acceptability of flaws in metallic structures - BS 7910 - 2013
Regulations
Decree no. 99-1046 of December 13, 1999 on pressure equipment.
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Welding Institute, Espace Cormontaigne, 57970 Yutz http://www.isgroupe.com
Cetim, 52 avenue Félix Louat, 60304 Senlis Cedex, France http://www.cetim.fr
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