Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau
A high capacity adhesively bonded joint of hollow sections in steel construction is developed in the scope of this thesis. In particular, the boundary conditions and requirements of the building industry are considered. The load-bearing behaviour of the adhesively bonded joints is determined and ana...
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| Superior document: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau |
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| Year of Publication: | 2016 |
| Language: | German |
| Series: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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| Physical Description: | 1 electronic resource (XIII, 219 p. p.) |
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| 100 | 1 | |a Albiez, Matthias Friedrich |4 auth | |
| 245 | 1 | 0 | |a Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau |
| 260 | |b KIT Scientific Publishing |c 2016 | ||
| 300 | |a 1 electronic resource (XIII, 219 p. p.) | ||
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| 490 | 1 | |a Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau | |
| 520 | |a A high capacity adhesively bonded joint of hollow sections in steel construction is developed in the scope of this thesis. In particular, the boundary conditions and requirements of the building industry are considered. The load-bearing behaviour of the adhesively bonded joints is determined and analysed with experimental and numerical investigations. The development and validation of a method to predict the load-bearing capacity of adhesively bonded joints emphasises additional features. | ||
| 546 | |a German | ||
| 653 | |a Stahlbau | ||
| 653 | |a Bemessung | ||
| 653 | |a hollow section | ||
| 653 | |a Kleben | ||
| 653 | |a adhesive bonding | ||
| 653 | |a dimensioning | ||
| 653 | |a probabilistic method | ||
| 653 | |a Probabilistiksteel construction | ||
| 653 | |a Hohlprofil | ||
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