
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
MX
Ming-Xiang Xiong
BL