Single Skin and Double Skin Concrete Filled Tubular Structures Analysis and Design Woodhead Publishing Series in Civil and Structural Engineering Series
Auteurs : Elchalakani Mohamed, Ayough Pouria, Yang Bo
Steel-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.
1. Introduction 2. Experimental results 3. Analytical Methods 4. Numerical Methods 5. Design Rules and Standards 6. Future Research
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.
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.
- 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
Date de parution : 12-2021
Ouvrage de 834 p.
15.2x22.8 cm
Thème de Single Skin and Double Skin Concrete Filled Tubular... :
Mots-clés :
Axial strength; Bending; Carbon steel; CFST; Compaction; Composite member; Composite structure; Compression; Concrete constitutive model; Concrete stiffness; Concrete; Concrete-filled steel tubular; Design code; Drucker-Prager type plasticity model; Elasticity; Experimental study; Experimental tests; Finite element; Fire resistance; Geometries; High-strength material; Load-bearing capacity; Numerical tests; Plasticity; Poisson's ratio; Rasmussen's model; Research gaps; Rings; Rubberized concrete; Second-order effect; Self-consolidating concrete; Slenderness; Steel tubes; Stiffeners; Stiffening composite members; Stiffening methods; Stress-strain response; Sustainable members; von Mises yield; Young's modulus