Study on load‐carrying capacity of MAG butt‐welded mixed connections with different steel strengths
Author:
Affiliation:
1. University of Stuttgart, Institute of Structural Design Stuttgart Germany
2. Technische Universität Ilmenau, Department of Mechanical Engineering, Product Engineering Ilmenau Germany
3. Fraunhofer IGP Rostock Germany
Abstract
Funder
Bundesministerium für Wirtschaft und Klimaschutz
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://onlinelibrary.wiley.com/doi/pdf/10.1002/cepa.2262
Reference16 articles.
1. Evaluation of the factors influencing the strength of HSLA steel weld joint with softened HAZ
2. Experimental study on the behavior of mismatched butt welded joints of high strength steel
3. Amraei M. Afkhami S. Javaheri V. Larkiola J. Skriko T. Björk T. Zhao X.-L.(2020)Mechanical properties and microstructural evaluation of the heat‐affected zone in ultra‐high strength steels.Thin‐Walled Structures 157.https://doi.org/10.1016/j.tws.2020.107072
4. Bergmann J. P. Hildebrand J. Kuhlmann U. Spiegler J. Keitel S. Mückenheim U.(2020)Tragfähigkeit von Stumpfnähten höherfester Stähle im Stahlbau. (engl.: Load‐carrying capacity of butt welds made of high‐strength steel.)Research report AiF; IGF‐Nr. 19.470 BG; DVS‐Nr. 09.083. ISBN: 978‐3‐96870‐458‐6
5. Spiegler J.(2022)Tragfähigkeit von Kehl‐ und Stumpfnahtverbindungen höherfester Baustähle.Dissertation. Mitteilung Institut für Konstruktion und Entwurf No. 2022‐2 University of Stuttgart.http://dx.doi.org/10.18419/opus-12207
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1. Heat management and tensile strength of 3 mm mixed and matched connections of butt joints of S355J2+N, S460MC and S700MC;ce/papers;2023-09
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