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: Reinke, Thomas
Format: Online
Idioma:alemany
Publicat: KIT Scientific Publishing 2021
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Accés en línia:34909
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author Reinke, Thomas
author_browse Reinke, Thomas
author_facet Reinke, Thomas
author_sort Reinke, Thomas
collection Directory of Open Access Books
description 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.
format Online
id doab-20.500.12854ir-61146
institution Directory of Open Access Books
language ger
publishDate 2021
publishDateRange 2021
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publisherStr KIT Scientific Publishing
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spelling doab-20.500.12854ir-611462024-04-09T23:16:34Z Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten Reinke, Thomas T1-995 plate buckling Stabilität Stahlmast polygonal Schalenbeulensteel pole Plattenbeulen shell buckling stability thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues 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. 2021-02-12T06:17:44Z 2021-02-12T06:17:44Z 2019-07-30 20:01:59 2015 book 34909 21987912 9783731503989 https://directory.doabooks.org/handle/20.500.12854/61146 ger Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau image/jpeg Attribution-ShareAlike 4.0 International https://www.ksp.kit.edu/9783731503989 KIT Scientific Publishing 10.5445/KSP/1000047608 10.5445/KSP/1000047608 68fffc18-8f7b-44fa-ac7e-0b7d7d979bd2 9783731503989 getr. Zählung open access
spellingShingle T1-995
plate buckling
Stabilität
Stahlmast
polygonal
Schalenbeulensteel pole
Plattenbeulen
shell buckling
stability
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
Reinke, Thomas
Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
title Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
title_full Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
title_fullStr Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
title_full_unstemmed Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
title_short Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
title_sort tragverhalten von biegebeanspruchten stahlmasten mit polygonalen querschnitten
topic T1-995
plate buckling
Stabilität
Stahlmast
polygonal
Schalenbeulensteel pole
Plattenbeulen
shell buckling
stability
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
topic_facet T1-995
plate buckling
Stabilität
Stahlmast
polygonal
Schalenbeulensteel pole
Plattenbeulen
shell buckling
stability
thema EDItEUR::T Technology, Engineering, Agriculture, Industrial processes::TB Technology: general issues
url 34909
work_keys_str_mv AT reinkethomas tragverhaltenvonbiegebeanspruchtenstahlmastenmitpolygonalenquerschnitten