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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…mehr

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Produktbeschreibung
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.
  • Produktdetails
  • Verlag: Ernst, Wilhelm & Sohn
  • Seitenzahl: 272
  • Erscheinungstermin: 09.01.2012
  • Englisch
  • ISBN-13: 9783433601150
  • Artikelnr.: 37339455
Autorenporträt
Darko Beg ist Professor für Stahlbau und Chef des Instituts für Metallkonstruktionen an der Fakultät für Bauingenieurwesen der Universität Ljubljana. Ulrike Kuhlmann ist Professorin für Stahlbau, Holzbau und Verbundbau an der Universität Stuttgart und Leiterin des Instituts für Konstruktion und Entwurf. Laurence Davaine ist Ingenieurin in der Brückenabteilung der staatlichen Eisenbahngesellschaft Frankreichs (SNCF) in Paris. Benjamin Braun forscht an der Bundesanstalt für Wasserbau in Karlsruhe.
Inhaltsangabe
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