Bemessung von Fachwerkknoten mit Kreishohlprofilen und Knotenblechen unter Zugbeanspruchung
| Author(s): |
Klaus Thiele
Matthias Reininghaus Mathias Clobes Florian Minuth-Hadi |
|---|---|
| Medium: | journal article |
| Language(s): | German |
| Published in: | Stahlbau, August 2013, n. 8, v. 82 |
| Page(s): | 573-582 |
| DOI: | 10.1002/stab.201310069 |
| Abstract: |
Design of plate to circular hollow section joints under tensile loads.The design of welded plate to circular hollow section (CHS)-joints under tension is standardised according to DIN EN 1993-1-8: 2010-12. By means of experimental and numerical investigations the influence of the most important parameters on the bearing capacity of this type of joint was investigated within the framework of a diploma thesis. The findings of these investigations confirm the existing design recommendations and illustrate the range of validity and occurring failure mechanisms. |
| Keywords: |
design resistance bearing capacity CHS DIN EN 1993-1-8: 2010-12 CIDECT Design Guide 1 deformation limit ring model
|
| Available from: | Refer to publisher |
- About this
data sheet - Reference-ID
10069145 - Published on:
14/12/2013 - Last updated on:
13/08/2014
Structurae cooperates with
