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Verbesserte Bemessungsregeln für Stäbe mit Klasse 3-Querschnitt

Author(s):



Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 4, v. 81
Page(s): 265-281
DOI: 10.1002/stab.201201546
Abstract:

Improved design rules for beam-columns with class 3 cross-section.

Members with class 3 cross-section - called semi-compact sections - are to be designed by elastic rules in accordance with Eurocode 3 Part 1-1. This leads to a sudden loss of capacity at the transition from the plastic design of class 2 sections to the class 3 sections. As a result of two European research projects, the present paper provides improved design rules for members with I- and H-sections as well as with rectangular hollow sections, which allow the utilisation of plastic or partly plastic capacity of class 3-sections and which can be easily incorporated into the Eurocode 3. As a result, the cross-section and the stability design checks for beam-columns can be performed not only in a more economic, but also in a more consistent way. Moreover, design guidelines with tabulated cross-section parameters and a design software for cross-section and member design are introduced.

Keywords:
cross section capacity EN 1993 cross-section capacity member capacity thin-walled section
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.201201546.
  • About this
    data sheet
  • Reference-ID
    10066654
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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