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Development of a modified design resistance function for welded connections of high strength steel

Development of a modified design resistance function for welded connections of high strength steel EDITOR‘S RECOMMENDATIONS Development of a modified design resistance function for welded connections of high strength steel This paper has been published in Ger- load carrying capacity of welded connec- Kuhlmann, U.; Spiegler, J and Schmidt- man in Stahlbau 4/2019. tions made of high strength steel has Rasche, C.: Neue Entwicklungen für die been presented as an amendment to the Bemessung von Schweißverbindungen Abstract: In various research projects, a European code committee SC3 and is höherfester Stähle, Stahlbau 88 (2019), design resistance function modified for meanwhile accepted for incorporation in Heft 4 high strength steel has been developed the future version of prEN 1993-1-8. For for fillet welds with same base metal. In butt welds of high strength steel it can be www.ernst-und-sohn.de/en/stahlbau the frame of another research project the observed that the failure may occur in the applicability of this modified design resis- weld or in the heat affected zone though https://onlinelibrary.wiley.com/ tance function has been confirmed for the verification is usually done at the doi/10.1002/stab.201900006 mixed connections with fillet welds with member section. Therefore, an adapted base metal of normal and high strength design model for butt welds with high steels. The results of these research on a strength steel is also planned to be deve- design model for the determination of the loped. 90 Steel Construction 12 (2019), No. 2 http://www.deepdyve.com/assets/images/DeepDyve-Logo-lg.png Steel Construction: Design and Research Wiley

Development of a modified design resistance function for welded connections of high strength steel

Steel Construction: Design and Research , Volume 12 (2) – May 1, 2019

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Publisher
Wiley
Copyright
"© 2019 Ernst & Sohn Verlag für Architektur und technische Wissenschaften GmbH & Co. KG, Berlin"
ISSN
1867-0520
eISSN
1867-0539
DOI
10.1002/stco.201970205
Publisher site
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Abstract

EDITOR‘S RECOMMENDATIONS Development of a modified design resistance function for welded connections of high strength steel This paper has been published in Ger- load carrying capacity of welded connec- Kuhlmann, U.; Spiegler, J and Schmidt- man in Stahlbau 4/2019. tions made of high strength steel has Rasche, C.: Neue Entwicklungen für die been presented as an amendment to the Bemessung von Schweißverbindungen Abstract: In various research projects, a European code committee SC3 and is höherfester Stähle, Stahlbau 88 (2019), design resistance function modified for meanwhile accepted for incorporation in Heft 4 high strength steel has been developed the future version of prEN 1993-1-8. For for fillet welds with same base metal. In butt welds of high strength steel it can be www.ernst-und-sohn.de/en/stahlbau the frame of another research project the observed that the failure may occur in the applicability of this modified design resis- weld or in the heat affected zone though https://onlinelibrary.wiley.com/ tance function has been confirmed for the verification is usually done at the doi/10.1002/stab.201900006 mixed connections with fillet welds with member section. Therefore, an adapted base metal of normal and high strength design model for butt welds with high steels. The results of these research on a strength steel is also planned to be deve- design model for the determination of the loped. 90 Steel Construction 12 (2019), No. 2

Journal

Steel Construction: Design and ResearchWiley

Published: May 1, 2019

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