Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
Reinke, Thomas
Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten - KIT Scientific Publishing 2015 - 1 electronic resource (getr. Zählung p.)
Open Access
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.
Creative Commons
German
KSP/1000047608 9783731503989
10.5445/KSP/1000047608 doi
plate buckling Stabilität Stahlmast polygonal Schalenbeulensteel pole Plattenbeulen shell buckling stability
Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten - KIT Scientific Publishing 2015 - 1 electronic resource (getr. Zählung p.)
Open Access
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.
Creative Commons
German
KSP/1000047608 9783731503989
10.5445/KSP/1000047608 doi
plate buckling Stabilität Stahlmast polygonal Schalenbeulensteel pole Plattenbeulen shell buckling stability