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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Bibliographic Details
Main Author: Albiez, Matthias Friedrich (auth)
Format: Electronic Book Chapter
Published: KIT Scientific Publishing 2016
Series:Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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Online Access:DOAB: download the publication
DOAB: description of the publication
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245 1 0 |a Zur statischen Tragfähigkeit geklebter Kreishohlprofilverbindungen im Stahlbau 
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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. 
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650 7 |a Technology: general issues  |2 bicssc 
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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