Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs

Keyphrases

• Novel Hybrids 100%
• Hybrid System 100%
• Slender Concrete Columns 100%
• Hybrid Strengthening 100%
• Strengthening System 100%
• Fiber Reinforced Polymer 60%
• Slender Columns 60%
• Load Capacity 40%
• Eccentric Load 40%
• Slenderness Ratio 40%
• Concrete Strength 40%
• Numerical Model 20%
• Nonlinearity 20%
• High Mass Loading 20%
• Axial Load 20%
• Column Diameter 20%
• High Modulus 20%
• Axial Compression 20%
• Reinforcement Ratio 20%
• Fiber-reinforced Polymer Reinforcement 20%
• Second-order Analysis 20%
• Carbon Fiber Reinforced Polymer Laminates 20%
• Concrete Columns 20%
• Circular Concrete Columns 20%
• Flexural Stiffness 20%
• Polymer Wrapping 20%
• Debonding 20%
• Geometric Nonlinearity 20%
• Polymer Laminates 20%
• Slenderness Effect 20%
• Confinement Effect 20%
• Reinforced Concrete Column 20%
• Material Effect 20%
• Flexural Load 20%
• Local Buckling 20%
• Steel Reinforced Concrete Column 20%

Engineering

• Reinforced Concrete 100%
• Fiber-Reinforced Polymer 100%
• Strengthening System 100%
• Nonlinearity 40%
• Concrete Strength 40%
• Slenderness Ratio 40%
• Numerical Model 20%
• Good Agreement 20%
• Bearing Capacity 20%
• Load Limits 20%
• Steel-Reinforced Concrete 20%
• Local Buckling 20%
• Flexural Stiffness 20%
• Debonding 20%
• Column Diameter 20%
• Confinement Effect 20%
• Test Result 20%
• Parametric Study 20%
• Axial Compression 20%
• Slenderness 20%