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
Format:	Online
Language:	German
Published:	KIT Scientific Publishing 2021
Subjects:	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
Online Access:	34909
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