Experimental and analytical studies on steel-reinforced concrete composite members with bonded prestressed CFRP tendon under eccentric tension

Keyphrases

• Composite Member 100%
• Concrete Composites 100%
• CFRP Tendon 100%
• Eccentric Tension 100%
• Prestressed CFRP 100%
• Steel Reinforced Concrete 100%
• Prestress 66%
• Analytical Model 66%
• Crack Propagation 66%
• Tensile Loading 66%
• Eccentricity 33%
• Structural Behavior 33%
• Strain Distribution 33%
• Elastic Bending 33%
• Concrete Crack 33%
• Steel Ratio 33%
• Lateral Deflection 33%
• Tensile Strain Capacity 33%
• Reinforced Concrete Members 33%
• Crack Fracture 33%
• Plane Section Assumption 33%
• Reinforcement Ratio 33%
• Bending Capacity 33%

Engineering

• Analytical Study 100%
• Steel-Reinforced Concrete 100%
• Analytical Model 66%
• Tensiles 66%
• Crack Propagation 66%
• Experimental Result 33%
• Prestress 33%
• Structural Behavior 33%
• Design of Experiments 33%
• Concrete Member 33%
• Tensile Loads 33%
• Lateral Deflection 33%
• Bending Capacity 33%
• Elastic Bending 33%
• Plane Section 33%
• Prestressing 33%

Material Science

• Composite Material 100%
• Steel-Reinforced Concrete 100%
• Crack Propagation 66%
• Structural Behavior 33%
• Tensile Loads 33%