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Cold-formed Tubular Members and Connections
Structural Behaviour and Design
- 1st Edition - August 17, 2005
- Authors: Greg Hancock, Tim J Wilkinson, Xiao-Ling Zhao
- Language: English
- Hardback ISBN:9 7 8 - 0 - 0 8 - 0 4 4 1 0 1 - 6
- Paperback ISBN:9 7 8 - 0 - 4 4 4 - 5 4 4 6 7 - 4
- eBook ISBN:9 7 8 - 0 - 0 8 - 0 5 2 9 3 3 - 2
Cold formed structural members are being used more widely in routine structural design as the world steel industry moves from the production of hot-rolled section and plate to coil… Read more
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Request a sales quoteCold formed structural members are being used more widely in routine structural design as the world steel industry moves from the production of hot-rolled section and plate to coil and strip, often with galvanised and/or painted coatings. Steel in this form is more easily delivered from the steel mill to the manufacturing plant where it is usually cold-rolled into open and closed section members.This book not only summarises the research performed to date on cold form tubluar members and connections but also compares design rules in various standards and provides practical design examples.
Academic staff, structural engineers, and university students who are interested in tubular structures
Preface
Notation
Chapter 1: Introduction
1.1 Application of Cold-Formed Tubular Sections
1.2 International Standards
1.3 Layout of the Book
Chapter 2: Cold-Formed Tubular Sections
2.1 Manufacturing Processes
2.2 Manufacturing Tolerances
2.3 Material Properties
2.4 Special Characteristics
2.5 Limit States Design
Chapter 3: Members Subjected to Bending
3.1 Introduction
3.2 Local Buckling and Section Capacity
3.3 Flexural-Torsional Buckling and Member Capacity
Chapter 4: Members Subjected to Compression
4.1 General
4.2 Section Capacity
4.3 Member Capacity
Chapter 5: Members Subjected to Bending and Compression
5.1 Introduction
5.2 Second Order Effects
5.3 Local Buckling and Section Capacity
5.4 Member Buckling and Member Capacity
Chapter 6: Members Subjected to Concentrated Forces
6.1 General
6.2 Concentrated Forces Applied through a Welded Brace
6.3 Concentrated Forces Applied through a Bearing Plate
Chapter 7: Tension Members and Welds in Thin Cold-Formed Tubes
7.1 Tension Members
7.2 Characteristics of Welds in Thin Cold-Formed Tubes
7.3 Butt Welds
7.4 Longitudinal Fillet Welds
7.5 Transverse Fillet Welds
Chapter 8: Welded Connections Subjected to Fatigue Loading
8.1 General
8.2 Classification Method
8.3 Hollow Sections and Simple Connections
8.4 Lattice Girder Joints
8.5 Examples
Chapter 9: Recent Developments
9.1 Effect of Concrete-Filling and Large Deformation Cyclic Loading on Limiting Width-to-Thickness Ratios
9.2 Fatigue Design using the Hot Spot Stress Method
9.3 Bolted Moment End Plate Connections
9.4 Plastic Design of Portal Frames
9.5 Other Recent Developments
Subject Index
- No. of pages: 240
- Language: English
- Edition: 1
- Published: August 17, 2005
- Imprint: Elsevier Science
- Hardback ISBN: 9780080441016
- Paperback ISBN: 9780444544674
- eBook ISBN: 9780080529332
GH
Greg Hancock
Affiliations and expertise
Department of Civil Engineering, University of Sydney, New South Wales, AustraliaTW
Tim J Wilkinson
Affiliations and expertise
Professor of Medicine and Associate Dean (Medical Education), University of Otago, New ZealandRead Cold-formed Tubular Members and Connections on ScienceDirect