Ulrike Kuhlmann is professor of steel, timber and composites structures at the University of Stuttgart, Germany and head of the Institute of Structural Design. She chairs CEN/TC250/SC3 Steel Structures and Technical Working Group 8.3 Plates of ECCS. She was a member of the project team for the conversion of ENV 1993-1-1 to EN 1993 and has since been deeply involved in code drafting.
Laurence Davaine is a bridge engineer at the Department of Bridge Engineering of the French Railway Administration (SNCF) in Paris, France. Formerly she worked as a research engineer at SETRA (technical centre for bridge engineering) for the French Ministry of Transportation. She is a member of the Technical Working Group 8.3 Plates of ECCS and involved in CEN/TC250/SC3 Steel Structures for EN 1993-2 (bridges).
Benjamin Braun is a scientific researcher at the Department of Structural Engineering of the Federal Waterways Engineering and Research Institute (BAW) in Karlsruhe, Germany. Formerly he worked at the Institute of Structural Design of the University of Stuttgart where he was in charge of co-writing the German National Annex to Eurocode 3 Part 1-5. He is a member of Technical Working Group 8.3 Plates of ECCS.
Preface.
Symbols.
Chapter 1. Introduction.
1.1 Plate buckling in steel structures.
1.2 Purpose of this book.
1.3 Structure of this book.
Chapter 2. Overview of Design Rules.
2.1 Introduction.
2.2 Basis of design and modeling.
2.3 Shear lag in member design.
2.4 Plate buckling effects due to direct stresses (including annexes A and E where applicable).
2.5 Resistance to shear (including annex A where applicable).
2.6 Resistance to transverse loading.
2.7 Interaction.
2.8 Flange induced buckling.
2.9 Stiffeners and detailing.
2.10 Reduced stress method (including Annexes A and B where applicable).
2.11 FEM.
Chapter 3. Crane Runway Beam Example.
3.1 Description of the crane.
3.2 Description of the crane runway beam.
3.3 Actions and load partial factors.
3.4 Internal forces and stresses.
3.5 Verifications in general.
3.6 Buckling verifications according to section 4 to 7, EN 1993-1-5.
3.7 Buckling verifications according to section 10, EN 1993-1-5.
3.8 Flange induced buckling verification.
3.9 Stiffener verifications.
Chapter 4. Box-Girder Bridge Example.
4.1 Description of the bridge.
4.2 Internal forces and moments, Stresses.
4.3 Web buckling verification for the launching phase.
4.4 Effective cross section of the stiffened bottom flange at internal support P1 (uniform compression).
4.5 Effective cross section of the stiffened web at internal support (bending).
4.6 Checking of the box-girder section under bending at support P1.
4.7 Shear resistance of the stiffened web panel closest to the internal support P1.
4.8 Interaction between bending and shear at support P1.
4.9 Intermediate transverse stiffener design.
4.10 Buckling verifications at internal support P1 according to section 10, EN 1993-1-5.
References.
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