Explore
Tragverhalten von biegebeanspruchten Stahlmasten mit polygonalen Querschnitten
Thomas Reinke
2015
0 Ungluers have
Faved this Work
Login to Fave
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.
This book is included in DOAB.
Why read this book? Have your say.
You must be logged in to comment.
Rights Information
Are you the author or publisher of this work? If so, you can claim it as yours by registering as an Unglue.it rights holder.Downloads
This work has been downloaded 19 times via unglue.it ebook links.
- 19 - pdf (CC BY-SA) at Unglue.it.
Keywords
- plate buckling
- Plattenbeulen
- polygonal
- Schalenbeulensteel pole
- shell buckling
- Stabilität
- Stability
- Stahlmast
Links
DOI: 10.5445/KSP/1000047608Editions