Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten

This work deals with the bending moment capacity of thin-walled steel poles with polygonal sections. Based on experimental and numerical investigations the bearing behavior of steel poles in bending with polygonal sections with an arbitrary number of corners up to the transition from a polygonal sec...

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Bibliographic Details
Main Author: Reinke, Thomas (auth)
Format: Electronic Book Chapter
Published: KIT Scientific Publishing 2015
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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520 |a This work deals with the bending moment capacity of thin-walled steel poles with polygonal sections. Based on experimental and numerical investigations the bearing behavior of steel poles in bending with polygonal sections with an arbitrary number of corners up to the transition from a polygonal section to a round section is presented. Thereby the bearing behavior as a shell and the influence of imperfections are considered. 
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653 |a plate buckling 
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653 |a polygonal 
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653 |a shell buckling 
653 |a stability 
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