Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten

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
Format:	eBook
Language:	German
Published:	KIT Scientific Publishing 2015
Series:	Berichte zum Stahl- und Leichtbau / Karlsruher Institut für Technologie, Versuchsanstalt für Stahl, Holz und Steine, Stahl- und Leichtbau
Subjects:	Technology: general issues plate buckling Plattenbeulen polygonal Schalenbeulensteel pole shell buckling Stabilität stability Stahlmast
Online Access:	Open Access: DOAB: description of the publication Open Access: DOAB, download the publication

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