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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| Autor principal: | |
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| Formato: | Recurso Electrónico Capítulo de Livro |
| Publicado em: |
KIT Scientific Publishing
2015
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| Colecção: | Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
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| Assuntos: | |
| Acesso em linha: | DOAB: download the publication DOAB: description of the publication |
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| Resumo: | 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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| Descrição Física: | 1 electronic resource (getr. Zählung p.) |
| ISBN: | KSP/1000047608 9783731503989 |
| Acesso: | Open Access |