Cold-formed Tubular Members and Connections: Structural Behaviour and Design
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Table of contents
- Cold-Formed Tubular Members and Connections: Structural Behaviour and Designiii
- Copyright Pageiv
- Table of Contentsvii
- Prefacev
- Notationxi
- Chapter 1. Introduction1
- 1.1 Application of Cold-Formed Tubular Sections1
- 1.2 International Standards8
- 1.3 Layout of the Book11
- 1.4 References12
- Chapter 2. Cold-Formed Tubular Sections15
- 2.1 Manufacturing Processes15
- 2.2 Manufacturing Tolerances16
- 2.3 Material Properties21
- 2.4 Special Characteristics31
- 2.5 Limit States Design31
- 2.6 References33
- Chapter 3. Members Subjected to Bending35
- 3.1 Introduction35
- 3.2 Local Buckling and Section Capacity38
- 3.3 Flexural-Torsional Buckling and Member Capacity52
- 3.4 References64
- Chapter 4. Members Subjected to Compression67
- 4.1 General67
- 4.2 Section Capacity68
- 4.3 Member Capacity77
- 4.4 References88
- Chapter 5. Members Subjected to Bending and Compression91
- 5.1 Introduction91
- 5.2 Second Order Effects91
- 5.3 Local Buckling and Section Capacity93
- 5.4 Member Buckling and Member Capacity103
- 5.5 References115
- Chapter 6. Members Subjected to Concentrated Forces117
- 6.1 General117
- 6.2 Concentrated Forces Applied through a Welded Brace120
- 6.3 Concentrated Forces Applied through a Bearing Plate129
- 6.4 References146
- Chapter 7. Tension Members and Welds in Thin Cold-Formed Tubes149
- 7.1 Tension Members149
- 7.2 Characteristics of Welds in Thin Cold-Formed Tubes150
- 7.3 Butt Welds153
- 7.4 Longitudinal Fillet Welds158
- 7.5 Transverse Fillet Welds168
- 7.6 References175
- Chapter 8. Welded Connections Subjected to Fatigue Loading179
- 8.1 General179
- 8.2 Classification Method180
- 8.3 Hollow Sections and Simple Connections186
- 8.4 Lattice Girder Joints193
- 8.5 Examples196
- 8.6 References205
- Chapter 9. Recent Developments207
- 9.1 Effect of Concrete-Filling and Large Deformation Cyclic Loading207
- 9.2 Fatigue Design using the Hot Spot Stress Method210
- 9.3 Bolted Moment End Plate Connections218
- 9.4 Plastic Design of Portal Frames223
- 9.5 Other Recent Developments228
- 9.6 References228
- Subject Index237
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 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.
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.