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Bemessung von Tragwerken aus höherfesten Stählen bis S700 nach EN 1993-1-12

Author(s):



Medium: journal article
Language(s): German
Published in: Stahlbau, , n. 4, v. 81
Page(s): 332-342
DOI: 10.1002/stab.201201545
Abstract:

Design rules for structures made of high strength steels up to S700 according to EN 1993-1-12.

Due to the implementation of Eurocode 3 and EN 1090-2 design and execution of steel structures made of high strength steel of grades higher than S460 up to S700 are mostly regulated by standardization. EN 1993-1-12 contains supplementary rules for these steel grades, which have to be considered when applying other parts of Eurocode 3. Differences with regard to high strength steels, for example, result from lower plastic deformability. The possibility to design more slender structures increases the relevance of deformations and stability effects. Further differences are reflected in resistance and deformation capacity of bolted and welded connections. The following article describes special design rules for structures made of high strength steels and their joints and demonstrates their potential compared to conventional steel grades.

Keywords:
fatigue stability weld seam welded joint cross section capacity cross-section resistance bolted connection bolted joint fatigue ver
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.201201545.
  • About this
    data sheet
  • Reference-ID
    10066660
  • Published on:
    05/09/2012
  • Last updated on:
    13/08/2014
 
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