Design of Cold-formed Steel Structures.

Eurocode 3: Design of Steel Structures. Part 1-3 Design of cold-formed Steel Structures.
1. Auflage 2012
ISBN: 978-3-433-02979-4
Verlag: Ernst, Wilhelm & Sohn

Buch, Englisch, 654 Seiten, Format (B × H): 170 mm x 240 mm, Gewicht: 1562 g

Das Buch behandelt den Entwurf von Stahlkonstruktionen aus kaltgeformten dünnwandigen Bauteilen und Blechen nach DIN EN 1993-1-3 (EC3, Teil 1-3). Zunächst werden die theoretischen Grundlagen und Entwurfsregeln dargestellt. Diese werden in den jeweiligen Kapiteln anhand von ausführlichen Beispielen (auf mehr als 200 Seiten) vertiefend erläutert.

Autoren/Hrsg.

Fachgebiete

• Technische Wissenschaften Verfahrenstechnik | Chemieingenieurwesen | Biotechnologie Metallurgie
• Technische Wissenschaften Maschinenbau | Werkstoffkunde Technische Mechanik | Werkstoffkunde Materialwissenschaft: Metallische Werkstoffe
• Technische Wissenschaften Bauingenieurwesen Baukonstruktion, Baufachmaterialien
• Technische Wissenschaften Bauingenieurwesen Normen (Bauingenieurwesen)

Inhaltsverzeichnis

1 Introduction to cold-formed steel design
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:
3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References

1 Introduction to cold-formed steel design
1.1 General remarks
1.2 Cold-formed steel sections
1.3 Specific problems of cold-formed steel design
1.4 Examples of application of cold-formed steel sections
2 Basis of design
2.1 Limit states and verifications against their exceeding
2.2 Determination of design values
2.3 Combinations of actions
2.4 Materials
2.5 Methods of analysis and design
2.6 Imperfections
3 Behaviour and resistance of cross-section
3.1 General
3.2 Properties of gross cross-section
3.3 Imperfections of cold-formed steel sections
3.4 Flange curling
3.5 Shear lag
3.6 Local Buckling
3.9 Distortional Buckling:

3.10 Effective geometric characteristics and design against local and distortional buckling
3.11 Axial tension
3.12 Axial compression
3.13 Bending moment
3.14 Combined tension and bending
3.15 Combined compression and bending
3.16 Torsional moment
3.17 Shear force
3.18 Local transverse forces
3.19 Combined shear force and bending moment
3.20 Combined bending moment and local load or support reaction
3.21 Numerical examples
4 Behaviour and design resistance of bar members
4.1 General
4.2 Compression members
4.3 Beams
4.4 Members with combined axial force and moment
4.5 Beams restrained by sheeting
5 Sheeting acting as a diaphragm (stressed skin design)
5.1 Introduction
5.2 General design considerations on diaphragm action
5.3 Conditions and restrictions to using stressed skin design
5.4 Design criteria
5.5 Interaction of the shear diaphragms with supporting framing
6 Structural liner trays
6.1 Introduction
6.2 Design procedures for cassette sections
6.3 Design procedures for cassette panels acting as diaphragm
6.4 Combined effects
6.5 Design application
7 Connections
7.1 Introduction
7.2 Fastening techniques of the cold-formed steel constructions
7.3 Mechanical properties of connections
7.4 Design of connections
7.5 Recommendations to testing cold-formed fastener specimens
8 Building framing
8.1 Introduction
8.2 Conceptual design of cold formed building structures
8.3 Design examples
References

Über Autor(innen)

Dan Dubina ist Leiter des Instituts für Stahlbau und Technische Mechanik an der Politehnica Universität von Timisoara in Rumänien. Er hat in den Themenfeldern kaltgeformte Stahlkonstruktionen, Stahlkonstruktionen in Erdbebengebieten, Verbindungen und Statik mehr als 400 wissenschaftliche Artikel und 25 Bücher veröffentlicht. Professor Dubina ist Mitglied folgender technischer Komitees der ECCS: TC 7 (Kaltgeformte Stahlkonstruktionen), TC 8 (Stabilität), TC 10 (Verbindungen) und TC 13 (Erdbeben).

Raffaele Landolfo ist Professor für Baukonstruktion an der Universität von Neapel "Federico II" und leitet dort das Institut für Konstruktionslehre und mathematische Methoden in der Architektur. Er ist externer Gutachter des Masterprogramms für erdbebensicheres Bauen und Stahlkonstruktion am Imperial College London und unterrichtet in verschiedenen Master- und PhD-Programmen. Professor Landolfo war an der Überführung der ENV 1993-1-3 in die EN sowohl auf nationaler als auch auf europäischer Ebene beteiligt. Er ist Vorsitzender des technischen Komitees TC 13 (Erdbeben) der ECCS.

Viorel Ungureanu ist Dozent an der Politehnica Universität von Timisoara in Rumänien und forscht im Bereich kaltgeformte dünnwandige Konstruktionen. Er war an der Übersetzung der EN 1993-1-3 ins Rumänische beteiligt und war Mitglied der Arbeitsgruppe, die den rumänischen nationalen Anhang erarbeitete. Viorel Ungureanu ist Mitglied des technischen Komitees TC 7 (Kaltgeformte Stahlkonstruktionen) der ECCS.

Dan Dubina is professor and head of the Department of Steel Structures and Structural Mechanics at the Politehnica University of Timisoara, Romania. He has published more than 400 scientific papers and 25 books in the field of cold-formed steel structures, steel structures in seismic areas, structural connections, and structural analysis. He is a member of the ECCS Technical Committees TC 7 (Cold Formed Thin Walled Sheet Steel in Building), TC 8 (Stability), TC 10 (Connections), and TC 13 (Seismic Design). He has been awarded with the ECCS European Steel Design Award twice.

Raffaele Landolfo is professor of structural engineering at the University of Naples "Federico II". He is external examiner for MSc in earthquake engineering and structural steel design at the Imperial College London and he also teaches in several PhD and master courses. He is head of the Department of Constructions and Mathematical Methods in architecture at the University of Naples. He was engaged in the activities of both national working groups and European project teams dealing with the conversion from ENV to EN of the EN 1993-1-3, and he is chairing the ECCS Technical Committee TC 13 (Seismic Design).

Viorel Ungureanu is associate professor at the Politehnica University of Timisoara, Romania. His research is focused on the field of steel structures and especially cold-formed thin-walled structures. He contributed to the translation of EN 1993-1-3 into Romanian and was part of the team which elaborated the Romanian National Annexes for this document. He is a member of the ECCS TC 7 (Cold Formed Thin Walled Sheet Steel in Building).