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Single Skin and Double Skin Concrete Filled Tubular Structures
Analysis and Design
- 1st Edition - December 2, 2021
- Authors: Mohamed Elchalakani, Pouria Ayough, Bo Yang
- Language: English
- Paperback ISBN:9 7 8 - 0 - 3 2 3 - 8 5 5 9 6 - 9
- eBook ISBN:9 7 8 - 0 - 3 2 3 - 9 0 3 6 0 - 8
Steel-concrete composite structures, including concrete-filled steel tubular (CFST) structures and concrete-filled double skin steel tubular (CFDST) structures, have seen a si… Read more
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Request a sales quoteSteel-concrete composite structures, including concrete-filled steel tubular (CFST) structures and concrete-filled double skin steel tubular (CFDST) structures, have seen a significant increase in use in the modern construction industry due to their superior structural performance compared to conventional steel bare sections and reinforced concrete (RC) structures. Single Skin and Double Skin Concrete Filled Tubular Structures presents state-of-the-art in CFST and CFDST structures and their performance under various static loading conditions. The book establishes a foundation for understanding the structural performance of composite structures by discussing the behavior of CFST and CFDST structures based on experimental and finite element (FE) investigations. Besides, numerical and analytical methods for investigating the behavior of CFST and CFDST structures are presented in detail. The title offers many design examples following international design codes, including North American design guidelines ANSI-AISC 360, European design regulations Eurocode 4, and Australian design code AS 5100. The title can be used for the practical use of civil engineers and as a resource for further research.
- Provides up-to-date advances on single-skin and double-skin constructions
- Explains and illustrates the structural performance of columns, beams, and beam-columns
- Discusses failure mechanism and gives detailed photographic references
- Presents analytical and numerical investigations for the behavior of single-skin and double-skin constructions
- Offers design examples following North American, European, and Australian codes
- Cover image
- Title page
- Table of Contents
- Copyright
- Acknowledgments
- Chapter 1. Introduction
- 1.1. Introduction
- 1.2. Advantages of CFST and CFDST members
- 1.3. Erection of CFST and CFDST columns
- 1.4. Applications of composite members
- 1.5. International design guidelines
- 1.6. Material
- Chapter 2. Experimental tests
- 2.1. Introduction
- 2.2. Cross-sectional shapes
- 2.3. Experiments
- 2.4. Effective parameters
- 2.5. Failure modes
- 2.6. Stiffeners in composite columns
- 2.7. Size effects
- 2.8. Hollow ratio
- 2.9. Effects of the confinement factor
- 2.10. Effects of the material properties
- 2.11. Load eccentricity
- 2.12. The role of the inner steel tube
- 2.13. Material imperfections
- 2.14. Effects of preload and long-term sustained load
- Chapter 3. Analytical methods
- 3.1. Introduction
- 3.2. Stress–strain response of materials
- 3.3. Creep model for concrete
- 3.4. Creep analysis of CFST columns
- 3.5. A constitutive model for computing the lateral strain of confined concrete
- 3.6. Axial and lateral stress–strain response of CFST column
- 3.7. An analytical axial stress–strain model for circular CFST columns
- 3.8. Path dependent stress–strain model for CFST columns
- 3.9. Elastic-plastic model for the stress–strain response of CFST columns
- 3.10. Strength enhancement induced during cold forming
- Chapter 4. Numerical methods
- 4.1. Introduction
- 4.2. Numerical modeling of confined concrete
- 4.3. Investigating the behavior of composite members through numerical analysis
- Chapter 5. Design rules and standards
- 5.1. Limitations of design regulations on the strength of materials and section slenderness
- 5.2. Compressive design strength of composite members based on design guidelines
- 5.3. Moment design strength of composite members based on design guidelines
- 5.4. CFST members under combined axial loading and bending
- 5.5. Strength of composite members based on research works
- 5.6. Local buckling of steel plates
- 5.7. Further discussion on local buckling of steel plates in rectangular CFST columns under axial compression
- 5.8. Compressive strength of CFST stub columns with stiffeners
- 5.9. Compressive strength of CFST stub columns with local corrosions
- 5.10. Strain compatibility between the steel tube and the concrete core
- Chapter 6. Future research
- 6.1. Introduction
- 6.2. Material properties
- 6.3. Geometric properties
- 6.4. Nonuniform confinement
- 6.5. Fire performance of composite members
- 6.6. Stiffened composite members
- 6.7. Environmentally sustainable material
- Index
- No. of pages: 834
- Language: English
- Edition: 1
- Published: December 2, 2021
- Imprint: Woodhead Publishing
- Paperback ISBN: 9780323855969
- eBook ISBN: 9780323903608
ME
Mohamed Elchalakani
Mohamed Elchalakani Crawley is Senior Lecturer, and Director of the Structural Laboratory, at the University of Western Australia. He has published over 170 papers on the analysis and design of single skin and double skin concrete-filled tubular members.
Affiliations and expertise
Director of the Structural Laboratory, the University of Western AustraliaPA
Pouria Ayough
Pouriya Ayough is a Graduate Research Assistant the University of Malaya in Malaysia, and holds a PhD in Structural Engineering, also from the University of Malaya.
Affiliations and expertise
Graduate Research Assistant, University of Malaya, Kuala Lumpur, MalaysiaBY
Bo Yang
Dr Bo Yang is currently a full professor in the School of Civil Engineering, Chongqing University, China. He obtained his PhD in 2013 from the School of Civil & Environmental Engineering, Nanyang Technological University, Singapore. His expertise includes experimental tests and numerical modelling of steel and composite structures under progressive collapse scenarios. He serves as reviewers for several top international journals in structural engineering, such as Journal of Constructional Steel Research and Engineering Structures. He is listed in Stanford University 2020 list of the top 2% scientists in the world.
Affiliations and expertise
Associate Dean, Chongqing University, ChinaRead Single Skin and Double Skin Concrete Filled Tubular Structures on ScienceDirect