Design of Steel-Concrete Composite Structures Using High-Strength Materials
- 1st Edition - August 4, 2021
- Imprint: Woodhead Publishing
- Authors: J.Y. Richard Liew, Ming-Xiang Xiong, Bing-Lin Lai
- Language: English
- Paperback ISBN:9 7 8 - 0 - 1 2 - 8 2 3 3 9 6 - 2
- eBook ISBN:9 7 8 - 0 - 1 2 - 8 2 3 4 3 6 - 5
High-strength materials offer alternatives to frequently used materials for high-rise construction. A material of higher strength means a smaller member size is required to re… Read more
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Request a sales quoteHigh-strength materials offer alternatives to frequently used materials for high-rise construction. A material of higher strength means a smaller member size is required to resist the design load. However, high-strength concrete is brittle, and high-strength thin steel plates are prone to local buckling. A solution to overcome such problems is to adopt a steel-concrete composite design in which concrete provides lateral restraint to steel plates against local buckling, and steel plates provide confinement to high-strength concrete.
Design of Steel-Concrete Composite Structures Using High Strength Materials provides guidance on the design of composite steel-concrete structures using combined high-strength concretes and steels. The book includes a database of over 2,500 test results on composite columns to evaluate design methods, and presents calculations to determine critical parameters affecting the strength and ductility of high-strength composite columns. Finally, the book proposes design methods for axial-moment interaction curves in composite columns. This allows a unified approach to the design of columns with normal- and high-strength steel concrete materials.
This book offers civil engineers, structural engineers, and researchers studying the mechanical performance of composite structures in the use of high-strength materials to design and construct advanced tall buildings.
- Presents the design and construction of composite structures using high-strength concrete and high-strength steel, complementing and extending Eurocode 4 standards
- Addresses a gap in design codes in the USA, China, Europe and Japan to cover composite structures using high-strength concrete and steel in a comprehensive way
- Gives insight into the design of concrete-filled steel tubes and concrete-encased steel members
- Suggests a unified approach to designing columns with normal- and high-strength steel and concrete
Civil engineers, structural engineers, and researchers studying the mechanical performance of composite structures using high-strength materials
- Cover Image
- Title Page
- Copyright
- Table of Contents
- Foreword
- 1 Introduction
- Abstract
- Outline
- 1.1 Concrete filled steel tubular columns
- 1.2 Concrete encased steel columns
- 1.3 Applications of high strength materials
- 1.4 Construction method
- 1.5 Design guide
- 2 Materials
- Abstract
- Outline
- 2.1 Concrete
- 2.2 Structural steel
- 2.3 Reinforcing steel
- 2.4 Shear connector
- 2.5 Bolts
- 3 Test database
- Abstract
- Outline
- 3.1 Test database on CFST columns
- 3.2 Influence of concrete strength
- 3.3 Influence of steel strength
- 3.4 Test database on CES columns
- 3.5 Influence of concrete strength
- 3.6 Influence of steel strength
- 3.7 Material compatibility between steel grade and concrete class
- 4 Design of steel-concrete composite columns considering high strength materials
- Abstract
- Outline
- 4.1 General
- 4.2 Local buckling
- 4.3 Resistance of cross sections
- 4.4 Resistance of members
- 4.5 Longitudinal shear
- 4.6 Load introduction
- 4.7 Differential shortening
- 4.8 Summary
- 5 Behaviour and analysis of high strength composite columns
- Abstract
- Outline
- 5.1 General
- 5.2 Concrete encased steel members
- 5.3 Concrete filled steel tubular members
- 5.4 Numerical models for high strength CFST members
- 6 Fire resistant design
- Abstract
- Outline
- 6.1 General
- 6.2 Design fire scenarios
- 6.3 Fire performance of materials
- 6.4 Temperature fields
- 6.5 Prescriptive methods
- 6.6 Fire engineering approaches
- 6.7 Advanced calculation models
- 7 Special considerations for high strength materials
- Abstract
- Outline
- 7.1 High tensile steel section (fy > 460 N/mm2)
- 7.2 High strength concrete (fck > 50 N/mm2)
- 7.3 Ultra high-performance concrete (fck > 120 MPa)
- 8 Joints in composite construction
- Abstract
- 8.1 General
- 8.2 Column splices
- 8.3 Steel beam to composite column joints
- 8.4 Reinforced concrete beam to composite column joints
- 8.5 Column base joints
- A Design flowcharts
- B Work Examples and Comparison Studies
- B.1 Circular concrete infilled tube subject to compression
- B.2 Concrete filled steel tube with a UC steel section subject to compression and uniaxial bending
- B.3 Rectangular concrete filled steel tubular column subject to axial compression and bi-axial bending
- B.4 Concrete encased steel member subject to axial compression and bending
- C Design spreadsheets for composite columns
- C.1 General
- C.2 Database for steel sections
- C.3 Main program
- References
- Index
- Edition: 1
- Published: August 4, 2021
- Imprint: Woodhead Publishing
- No. of pages: 254
- Language: English
- Paperback ISBN: 9780128233962
- eBook ISBN: 9780128234365
JR
J.Y. Richard Liew
J. Y. Richard Liew is a professor in the Department of Civil and Environmental Engineering at the National University of Singapore, Singapore. He is also a chartered engineer in the UK, a professional engineer in Singapore, and a chartered professional engineer of the Association of Southeast Asian Nations. He has co-authored 5 books, more than 400 technical publications, sits on the boards of international journals, holds several honorary positions, and is a key person responsible for the development of Singapore’s national annexes for the design and steel and composite structures using Eurocodes 3 and 4.
Affiliations and expertise
Department of Civil and Environmental Engineering, National University of Singapore, SingaporeMX
Ming-Xiang Xiong
Ming-Xiang Xiong is an associate professor in the School of Civil Engineering, Guangzhou University, Guangdong, China. He received his doctorate from the National University of Singapore. He has been involved in composite structure research and design for more than 15 years, and his extensive research focuses on steel-concrete composite structures subjected to static and extreme environmental load. He has authored and co-authored more than 20 journal papers and the Singapore code on composite structures known as BC4:2015.
Affiliations and expertise
School of Civil Engineering, Guangzhou University, Guangdong, ChinaBL
Bing-Lin Lai
Bing-Lin Lai is an assistant professor in the School of Civil Engineering, Southeast University, Nanjing, China. He received his doctorate from the National University of Singapore. His research mainly focuses on the behaviour and design of high-performance steel-concrete composite structures and prefabricated prefinished volumetric construction. He has authored and co-authored over 10 journal papers.
Affiliations and expertise
School of Civil Engineering, Southeast University, Nanjing, ChinaRead Design of Steel-Concrete Composite Structures Using High-Strength Materials on ScienceDirect