Repair of damaged end regions of PC beams using externally bonded FRP shear reinforcement

Keyphrases

• Mortar 100%
• Fiber Reinforced Polymer 100%
• Shear Reinforcement 100%
• Externally Bonded Fibers 100%
• PC Beam 100%
• End Region 100%
• Stiffness 66%
• Shear Strength 66%
• Prestressed Concrete Beam 66%
• Three-point Bending 33%
• Fiber-reinforced Polymer Composites 33%
• Effective Material 33%
• Damage Classification 33%
• Reinforced Concrete 33%
• Salt Exposure 33%
• Deicing Salt 33%
• Shear Capacity 33%
• Cover Concrete 33%
• Concrete Cover 33%
• Bridge Girder 33%
• Infrastructure Applications 33%
• Cover Test 33%
• Flexural Reinforcement 33%
• Concrete Infrastructure 33%
• CFRP Laminates 33%
• Beam End 33%
• Glass Fibre Reinforced Polymer Laminate 33%
• Carbon Fiber Reinforced Polymer Laminates 33%
• Cover Damage 33%
• Polymer Laminates 33%
• GFRP Laminates 33%
• Externally Bonded 33%

Engineering

• Fibre Reinforced Polymer 100%
• Shear Reinforcement 100%
• Repair Mortar 100%
• Shear Strength 66%
• Prestressed Concrete 66%
• Concrete Beam 66%
• Point Bending 33%
• Reinforced Concrete 33%
• Deicing Salt 33%
• Shear Behavior 33%
• Retrofit 33%
• Bridge Girder 33%
• Fibre-Reinforced Polymer Composite 33%
• Carbon Fibre Reinforced Polymer 33%
• Cover Concrete 33%
• Concrete Cover 33%
• Flexural Reinforcement 33%
• Concrete Infrastructure 33%
• Efficient Repair 33%

Material Science

• Reinforced Plastic 100%
• Mechanical Strength 75%
• Shear Strength 50%
• Prestressed Concrete 50%
• Polymer Composite 25%
• Carbon Fiber 25%
• Reinforced Concrete 25%
• Glass-Fiber Reinforced Plastic 25%
• Carbon Fiber Reinforced Plastics 25%