Effective design concepts for welded mixed connections in steel structures

被引:3
|
作者
von Arnim, Mareike [1 ]
Eichler, Stefan [2 ]
Braetz, Oliver [3 ]
Hildebrand, Joerg [2 ]
Gericke, Andreas [3 ]
Kuhlmann, Ulrike [1 ]
Bergmann, Jean Pierre [2 ]
Fluegge, Wilko [3 ]
机构
[1] Univ Stuttgart, Inst Konstrukt & Entwurf, Pfaffenwaldring 7, D-70569 Stuttgart, Germany
[2] Tech Univ Ilmenau, Fak Maschinenbau, Fachgebiet Fertigungstech, Gustav Kirchhoff Pl 2, D-98693 Ilmenau, Germany
[3] Fraunhofer Inst Grossstrukturen Prod Tech IGP, Therm Rigetech, Albert Einstein Str 30, D-18059 Rostock, Germany
关键词
high strength steel; mixed connections; GMAW welding; tensile test; welded connection; butt welds; fillet welds; heat-affected zone;
D O I
10.1002/stab.202200046
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Mixed connections made of normal strength and high strength steels enable optimal material use to the forces acting on them. This leads to ecological and economic advantages through reduced material consumption and smaller weld geometries. Normative rules for butt-welded mixed connections of normal strength and high strength steels do not exist, therefore a design approach for such connections is to be developed in the research project "Effective design concepts for mixed connections in steel structures" In addition, the design concepts already developed for butt-welds and fillet-welds are being extended up to S960, in order to integrate the results into the new version of EN 1993-1-12. For this purpose, extensive experimental investigations of the load-carrying capacity are carried out by varying the base material, welding consumable, heat input, plate thickness and weld geometry. With the results obtained and further accompanying investigations, the influences of the varying parameters on the load-carrying capacity of the welded connections will be identified. First results of that project are reported in the following.
引用
收藏
页码:660 / 670
页数:11
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