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(2008)
Documentation for ABAQUS v. 6.8 software
Keywords: plate buckling; effective width; reduced stress method; patch loading
Johansson Bernt, M. René, Sedlacek Gerhard, Müller-Kademann Christian, B. Darko (2007)
Commentary and Worked Examples to EN 1993-1-5 "Plated Structural Elements"
(1992)
Shell Stability Hand-book
EBPlate
(1999)
BSK Swedish design rules for steel structures
M. Iványi, M. Škaloud (1995)
Steel plated structures
K. Basler (1961)
Strength of plate girders under combined bending and shear Proc. ASCE, 87, (ST7), (October 1961), Reprint No. 187 (210) (61-14)
Johannes Naumes, M. Feldmann, G. Sedlacek (2009)
Gemeinsame Grundlagen von Methode 1 (wirksame Breiten) und Methode 2 (Beulspannungsbegrenzung) beim Plattenbeulnachweis nach Eurocode 3 – Teil 1‐5Stahlbau, 78
U. Kuhlmann, H. Degée (2009)
Valorisation of knowledge for competitive steel and composite bridges (Combri
(2003)
Zum Nachweis ebener Tragwerke aus Stahl gegen seitliches Ausweichen (Müller, Christian)Stahlbau, 72
J. Gozzi (2007)
Patch loading resistance of plated girders: ultimate and serviceability limit state
M. Clarin (2007)
Plate buckling resistance: patch loading of longitudinally stiffened webs and local buckling
(1995)
Strength of Steel and Aluminium Plate Girders – Shear Buckling and Overall Web Buckling of Plane and Trapezoidal webs. Comparisons with Tests
EN 1993‐1‐5 provides harmonized European design rules for plated structures. It is a step forward in the harmonization process, but like all the Eurocodes it includes many options for national choices, in terms of parameters and also methods, which leads to quite different results. Actually, there are four different methods for dealing with buckling problems. One purpose of this paper is to illustrate differences by way of examples and also to suggest topics for studies intended to improve the design rules and bring them closer together. The revision of EN 1993‐1‐5 is due to take place around 2014 and there is ample time for performing research projects that can form the basis for the new version. Examples of such topics are the recalibration of buckling curves, reviewing the interaction checks and the verification format of the reduced stress method.
Steel Construction: Design and Research – Wiley
Published: Dec 1, 2009
Keywords: ; ; ; ;
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