Strength and ductility improvement of recycled aggregate concrete by polyester FRP-PVC tube confinement

Keyphrases

• Fiber Reinforced Polymer 100%
• Recycled Aggregate Concrete 100%
• Polyester Fiber 100%
• Polyvinylchloride Tubes 100%
• Strength Improvement 100%
• Ductility Improvement 100%
• Polyester 91%
• Polyvinyl Chloride 62%
• FRP Tube 33%
• FRP Strips 25%
• Compressive Strength 8%
• Axial Deformation 8%
• CFRP Tube 8%
• G-CFRP 8%
• Axial Compressive Behavior 8%
• Normal Aggregate 8%
• Design Basis 4%
• Ductility 4%
• Tensile Strength 4%
• Tensile Strain 4%
• Recycled Aggregate 4%
• Deformation Capacity 4%
• Fiber-reinforced Polymer (FRP) Tube 4%
• Stress-strain Model 4%
• Tensile Deformation 4%
• Glass-carbon Fibre 4%
• Glass Fiber Reinforced Polymer Composites 4%
• Fiber-reinforced Polymer Composites 4%
• Clay Brick Waste 4%
• Uniaxial Compression Test 4%
• Synthetic Glasses 4%
• Recycled Clay Brick Aggregate 4%
• Carbon Fiber Reinforced Thermoplastics (CFRTP) 4%
• Ultimate Compressive Strength 4%
• Tensile Modulus 4%
• Hybrid Tube 4%
• Pseudo-ductility 4%
• Axial Compressive Stress 4%
• Low Compressive Strength 4%
• Compressive Stress-strain Behavior 4%
• FRP Confinement 4%
• Lateral Deformation 4%
• Carbon Fiber Reinforced Polymer 4%
• Carbon Fiber Reinforced Polymer Composites 4%

Material Science

• Reinforced Plastic 100%
• Concrete Aggregate 100%
• Polyester 100%
• Polyvinyl Chloride 100%
• Compressive Strength 14%
• Polymer Composite 7%
• Carbon Fiber 7%
• Elastic Moduli 3%
• Ultimate Tensile Strength 3%
• Tensile Strain 3%

Engineering

• Compression Tests 3%