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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| Main Author: | |
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| Format: | Electronic Book Chapter |
| Published: |
KIT Scientific Publishing
2016
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| Series: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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| Subjects: | |
| Online Access: | DOAB: download the publication DOAB: description of the publication |
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| Summary: | 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. |
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| Physical Description: | 1 electronic resource (XIII, 219 p. p.) |
| ISBN: | KSP/1000057648 9783731505617 |
| Access: | Open Access |