Single Skin and Double Skin Concrete Filled Tubular Structures
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Single Skin and Double Skin Concrete Filled Tubular Structures
Analysis and Design
Ayough, Pouria; Elchalakani, Mohamed; Yang, Bo
Elsevier Science Publishing Co Inc
12/2021
834
Mole
Inglês
9780323855969
15 a 20 dias
1360
Descrição não disponível.
1. Introduction 2. Experimental results 3. Analytical Methods 4. Numerical Methods 5. Design Rules and Standards 6. Future Research
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
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
1. Introduction 2. Experimental results 3. Analytical Methods 4. Numerical Methods 5. Design Rules and Standards 6. Future Research
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
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
