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Die Behandlung des Beulens bei duennwandigen Stahlkonstruktionen in ENV 1993-Teil 1.5 (Eurocode 3-1-5)
Department of Civil Engineering, University of Liege.
Lehrstuhl für Stahlbau, RWTH Aachen.
Lehrstuhl für Stahlbau, RWTH Aachen.
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1999 (German)In: Stahlbau, ISSN 0038-9145, E-ISSN 1437-1049, Vol. 68, no 11, p. 857-879Article in journal (Refereed) Published
Abstract [en]

Eurocode 3, Part 1.5 `Design of Steel Structures - Supplementary rules for planar plated structures without transverse loading' has been developed together with the Eurocode 3-2 `Steel bridges'. It covers stiffened and unstiffened plates in common steel bridges and similar structures. This paper presents the background and justification of some of the design rules with focus on the ultimate limit states. The design rules for buckling of stiffened plates loaded by direct stress are presented and explained. For shear resistance and patch loading the new rules are briefly derived and compared with the rules in Eurocode 3-1-1. Finally, the statistical calibration of the rules to tests is described. Additionally some differences between Eurocode 3, Part 1.5 and DIN 18800 - Part 3 are presented.

Place, publisher, year, edition, pages
1999. Vol. 68, no 11, p. 857-879
National Category
Building Technologies
Research subject
Steel Structures
Identifiers
URN: urn:nbn:se:ltu:diva-11660Local ID: aac54130-2376-11dd-ac76-000ea68e967bOAI: oai:DiVA.org:ltu-11660DiVA, id: diva2:984610
Note
Godkänd; 1999; 20080516 (ysko)Available from: 2016-09-29 Created: 2016-09-29 Last updated: 2017-11-24Bibliographically approved

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Johansson, Bernt

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