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Bemessung von Fachwerkknoten mit Kreishohlprofilen und Knotenblechen unter Zugbeanspruchung

Author(s):



Medium: journal article
Language(s): German
Published in: Stahlbau, , 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 deformation limit ring model
Available from: Refer to publisher
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/stab.201310069.
  • About this
    data sheet
  • Reference-ID
    10069145
  • Published on:
    14/12/2013
  • Last updated on:
    13/08/2014