Static Tests on Imperfect Butt‐Welded Connections ‐ Effects of Porosity, Undercut, and Lack of Penetration
Abstract The design of steel structures within Europe is conducted according to Eurocode 3 specifications. The fabrication and construction of these are subject to quality, execution, and control requirements as outlined in EN 1090‐2. For welded connections under static loading, Eurocode 3 refers to the quality level C set out in ISO 5817. However, this specification is not explicitly stated in the background document of Eurocode 3. To address this gap, an experimental investigation has been performed on 17 specimens exhibiting different weld imperfections with the objective of evaluating the impact of the weld quality levels defined in ISO 5817 on the load‐bearing capacity. The tested specimens are butt‐welded connections welded from one side with imperfections such as porosity, lack of penetration, and undercut. Non‐destructive tests, including visual testing, 3D scanning, and radiographic testing were employed to identify the location and dimensions of imperfections. Next, static tests showed that imperfections such as lack of penetration and porosity of quality level D or lower reduced the load‐bearing capacity. In contrast, undercut at quality level D did not have an impact on the static resistance. Furthermore, combinations of several imperfections had a significant impact on the load‐bearing capacity. These findings provide valuable insights that may be used to reassess the necessity of quality level C required in EN 1993‐1‐8 for the static resistance.
Authors
- André Beyer (ORCID: https://orcid.org/0000-0002-9569-0344)
- Maël Couchaux (ORCID: https://orcid.org/0000-0002-3250-9974)
- Kevin Mouradian
Institutions
- Institut National des Sciences Appliquées de Rennes (FR)
- Centre Technique Industriel De La Construction Metallique (FR)
Publication Details
- Journal
- ce/papers
- Published
- 2025-12-01
- DOI
- https://doi.org/10.1002/cepa.70177
- Primary Topic
- Structural Load-Bearing Analysis
- Type
- article
- Field-Weighted Citation Impact
- 0.00