Steel-Concrete-Steel Sandwich Composite Walls

1st Edition - June 13, 2024
Imprint: Woodhead Publishing
Authors: Jia-Bao Yan, Tao Wang
Language: English
Paperback ISBN:
9 7 8 - 0 - 4 4 3 - 2 1 9 4 0 - 5
eBook ISBN:
9 7 8 - 0 - 4 4 3 - 2 1 9 3 9 - 9

Steel-Concrete-Steel Sandwich Composite Walls covers key aspects of steel-concrete-steel sandwich composite walls, including: an analysis and design and their loading carrying… Read more

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Steel-Concrete-Steel Sandwich Composite Walls covers key aspects of steel-concrete-steel sandwich composite walls, including: an analysis and design and their loading carrying capacities when subjected to different loading scenarios, e.g., bending, shear, punching, compression, in-plane and out-of-plane shear, etc.; analyzes the basic resistance of the steel-concrete-steel walls; and covers the use of such structures under particular seismic conditions. Such structures combine the advantages of steel and reinforced concrete structures with wide advantages, e.g., it permits prefabrication, increases the construction efficiency, shortens construction period, saves formwork and manpower, and provides high resistance to blast and impact loads.

Steel-concrete-steel sandwich composite walls, as a representative structural element of steel-concrete-steel sandwich structures, have been used as the nuclear shielding walls in the new generation nuclear power plant, shield tunnels in Japan, immersed tunnels, ice-resisting walls for Arctic offshore platforms, shear walls in high-rise buildings.

Cover image
Title page
Table of Contents
Copyright
List of Contributors
1. Introduction
Abstract
1.1 Background and motivation
1.2 Different bonding connectors in steel–concrete–steel sandwich composite structures
1.3 Compression behaviours of steel–concrete–steel sandwich composite structure walls
1.4 Flexural and shear behaviour of steel–concrete–steel sandwich composite structure walls/slabs under out-of-plane loads
1.5 Behaviours of steel–concrete–steel sandwich composite structure walls under in-plane cyclic shear loads
1.6 Behaviours of steel–concrete–steel sandwich composite structure walls/slabs under out-of-plane punching shear loads
1.7 Objectives and organization of this book
References
2. Developments of connections for steel–concrete–steel sandwich walls
Abstract
2.1 Connectors for steel–concrete–steel sandwich composite walls
2.2 Adhesive bonding
2.3 Mechanical shear connectors
2.4 Developments of enhanced C-channel connectors
2.5 Summary
References
3. Shear behaviours of enhanced C-channel connectors in steel–concrete–steel sandwich composite walls
Abstract
3.1 Push-out tests on enhanced C-channels embedded in normal-weight concrete
3.2 Finite element analysis and parametric studies on enhanced C-channels embedded in normal-weight concrete
3.3 Push-out tests on enhanced C-channels embedded in ultra-high-performance concrete
3.4 Finite element analysis on enhanced C-channels embedded in ultra-high-performance concrete
3.5 Summary
References
4. Compression behaviours of steel–concrete–steel sandwich walls
Abstract
4.1 Introduction on steel–concrete–steel sandwich composite walls with enhanced C-channels
4.2 Compressive behaviours of steel–concrete–steel sandwich composite walls with enhanced C-channels
4.3 Compressive behaviours of steel-UHPC-steel sandwich composite walls with enhanced C-channel connectors
4.4 Summary
References
5. Behaviours of steel–concrete–steel sandwich walls under out-of-plane bending and shear
Abstract
5.1 Behaviours of steel–concrete–steel sandwich composite beams with NWC under out-of-plane loads
5.2 Finite element analysis on ultimate strength behaviours of steel–concrete–steel sandwich composite beam-ECs
5.3 Behaviours of steel-UHPC-steel sandwich composite beam under out-of-plane loads
5.4 Numerical studies on steel–UHPC–steel sandwich composite beams with novel ECs
5.5 Summary
References
6. Punching behaviours of steel–concrete–steel sandwich walls
Abstract
6.1 Punching shear tests on steel–concrete–steel sandwich composite walls under out-of-plane patch loads
6.2 Analysis of the ultimate strength of steel–concrete–steel sandwich composite wall-ECs under patch loads
6.3 Summary
References
7. Seismic behaviours of steel–concrete–steel sandwich walls under lateral cyclic loads
Abstract
7.1 Seismic behaviours of concrete-filled composite plate shear walls with enhanced C-channels
7.2 Seismic behaviour of concrete-filled composite plate shear walls with enhanced C-channels with boundary columns
7.3 Seismic behaviour of steel truss-embedded steel–concrete composite sandwich walls
7.4 Seismic behaviour of T-shaped SCSSCW-ECs
7.5 Summary
References
8. Seismic behaviours of SCS sandwich core walls under lateral biaxial cyclic loads
Abstract
8.1 Behaviour of double skin composite hybrid coupled wall with frictional steel truss coupling beams
8.2 Behaviours of double skin composite core wall subjected to biaxial cyclic loads
8.3 Summary
References
Index

Jia-Bao Yan

Jia-Bao Yan, Ph. D, Professor at Department of Civil Engineering, Tianjin University, P.R. China. Prof. Jia-Bao Yan received his Doctoral Degree from National University of Singapore in 2012, and is currently the Deputy Head of the Department of Civil Engineering at Tianjin University, China. His research covers a wide spectrum of interests including steel-concrete composite structure, cold-region infrastructures, Arctic offshore structures, large span structures, lightweight and high strength materials, seismic and blast design, and marine and offshore installations. Prof. Yan has published more than 130 SCI indexed papers (first/corresponding authored papers more than 120), four books (In Chinese), and involving in drafting three Chinese codes (one is for steel-concrete-steel sandwich structures). He received several research awards, including the Best Paper Award from International Journal of Steel Structures and Korea Society of Steel Institute

Affiliations and expertise

Professor, Department of Civil Engineering, Tianjin University, China

Tao Wang

Tao Wang, Ph.D, Professor at Institute of Engineering Mechanics, China. Professor Tao Wang graduated from Tsinghua University, China and Kyoto university, Japan for his bachelor’s degree and PhD degree. Prof. Wang’s research commits to solve key scientific problems in reproduction of engineering failure mechanism and resilient earthquake engineering. His research findings have facilitated seismic resilience improvement of several important engineering projects. He has established extensive relations of cooperation with many experts from different countries to jointly promote the seismic resilience evaluation and promotion work. He has organized an international special issue on seismic resilience and established Huixian International Forum on Earthquake Engineering for Young Researchers, which attracted more than 600 Young scholars from 30 countries to join. He has won the Second Prize of China National Science and Technology Progress award and many other important awards. He is a leading talent in science and technology of China Earthquake Administration (CEA) and recently won the Outstanding Youth Fund of National Natural Science Foundation of China.

Affiliations and expertise

Professor, Key Laboratory of Earthquake Engineering and Engineering Vibration, Institute of Engineering Mechanics, China Earthquake Administration, China

Life Sciences

Physical Sciences & Engineering

Social Sciences & Humanities

Health