Design of Plated Structures.
Eurocode 3: Design of Steel Structures. Part 1-5 Design of Plated Structures.
1st Edition
Published on 9. January 2012
272 pages
978-3-433-60115-0 (ISBN)
Description
The main aim of this book is to provide practical advice to designers of plated structures for correct and efficient application of EN 1993-1-5 design rules. In chapter 1 the purpose, the scope and the structure of the book is explained. In chapter 2 a rather detailed and commented overview of EN 1993-1-5 design rules is given following the structure of the standard. Shear lag effect as well as plate buckling problems due to direct stresses, shear forces, transverse forces and interactions of these effects are covered. This chapter also includes a reduced stress method and a finite element analysis approach to plate buckling problems. A large number of design examples illustrate the proper application of individual design rules. Chapter 3 and 4 bring two complete design examples on a crane runway and a box-girder bridge.
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Darko Beg | Ulrike Kuhlmann | Laurence Davaine
Design of Plated Structures
Eurocode 3: Design of Steel Structures, Part 1-5: Design of Plated Structures
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01/2012
Ernst & Sohn
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ECCS - European Convention for Constructional Steelwork | Associacao Portuguesa de Construcao Metalica e Mista
Design of Plated Structures.
Eurocode 3: Design of Steel Structures. Part 1-5 Design of Plated Structures.
Book
01/2011
1st Edition
Ernst & Sohn
€59.00
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Persons
Darko Beg is professor of steel structures and chair of Metal Structures at the University of Ljubljana, Faculty of Civil and Geodetic Engineering . He was a member of the project team that drafted Eurocode 3, Part 1-5: Plated structural elements. He is a member of CEN/TC250/SC3 and a member of three ECCS technical committees: TC8 Stability, TC10 Connections and TC13 Seismic Design. He also chairs the Slovenian National Technical Committee on Structures.
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.
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.
Content
FOREWORD
PREFACE
SYMBOLS
INTRODUCTION
Plate buckling in steel structures
Purpose of this book
Structure of this book
OVERVIEW OF DESIGN RULES
Introduction
Basis of design and modelling
Shear lag in member design
Plate buckling effects due to direct stresses
Resistance to shear
Resistance to transverse loading
Interaction
Flange induced buckling
Stiffeners and detailing
Reduced stress method (including Annexes A and B where
applicable)
FEM
CRANE RUNWAY BEAM EXAMPLE
Description of the crane
Description of the crane runway beam
Actions and load partial factors
Internal forces and stresses
Verifications in general
Buckling verifications according to Sections 4 to 7, EN 1993-1-5
Buckling verifications according to Section 10, EN 1993-1-5
Flange induced buckling verification
Stiffener verifications
BOX-GIRDER BRIDGE EXAMPLE
Description of the bridge
Internal forces and moments, Stresses
Web buckling verification for the launching phase
Effective cross section of the stiffened bottom flange at internal support P1 (uniform compression)
Effective cross section of the stiffened web at internal support P1 (bending)
Checking of the box-girder section under bending at support P1
Shear resistance of the stiffened web panel closest to the internal support P1
Interaction between bending and shear at support P1
Intermediate transverse stiffener design
Buckling verifications at internal support P1 according to Section 10, EN 1993-1-5
REFERENCES
PREFACE
SYMBOLS
INTRODUCTION
Plate buckling in steel structures
Purpose of this book
Structure of this book
OVERVIEW OF DESIGN RULES
Introduction
Basis of design and modelling
Shear lag in member design
Plate buckling effects due to direct stresses
Resistance to shear
Resistance to transverse loading
Interaction
Flange induced buckling
Stiffeners and detailing
Reduced stress method (including Annexes A and B where
applicable)
FEM
CRANE RUNWAY BEAM EXAMPLE
Description of the crane
Description of the crane runway beam
Actions and load partial factors
Internal forces and stresses
Verifications in general
Buckling verifications according to Sections 4 to 7, EN 1993-1-5
Buckling verifications according to Section 10, EN 1993-1-5
Flange induced buckling verification
Stiffener verifications
BOX-GIRDER BRIDGE EXAMPLE
Description of the bridge
Internal forces and moments, Stresses
Web buckling verification for the launching phase
Effective cross section of the stiffened bottom flange at internal support P1 (uniform compression)
Effective cross section of the stiffened web at internal support P1 (bending)
Checking of the box-girder section under bending at support P1
Shear resistance of the stiffened web panel closest to the internal support P1
Interaction between bending and shear at support P1
Intermediate transverse stiffener design
Buckling verifications at internal support P1 according to Section 10, EN 1993-1-5
REFERENCES
