Durability evaluation of glass fiber reinforced-polymer-concrete bonded interfaces

Keyphrases

• Strain Distribution 100%
• Shear Stress 100%
• Environmental Conditions 100%
• Bonded Interface 100%
• Glass Fiber Reinforced Polymer 100%
• Fiber-reinforced Polymer Concrete 100%
• Flexural Load 100%
• Reinforced 50%
• Four-point 50%
• Elevated Temperature 50%
• Exposure Time 50%
• Degradation Mechanism 50%
• Environmental Impact 50%
• Coating Process 50%
• Innovative Approach 50%
• Debonding 50%
• Fracture Mechanics 50%
• Freeze-thaw 50%
• Plain Concrete Beam 50%
• Externally Bonded 50%
• Ultimate Moment 50%
• Bond Shear Stress 50%
• Reinforced Concrete Beam 50%
• Beam Specimen 50%
• Local Bond 50%

Engineering

• Fiber-Reinforced Polymer 100%
• Bonded Interface 100%
• Dependent Strain 50%
• One Dimensional 50%
• Exposure Time 50%
• Degradation Mechanism 50%
• Elevated Temperature 50%
• Concrete Beam 50%
• Plain Concrete 50%
• Beam Specimen 50%
• Reinforced Concrete Beam 50%
• Fracture Mechanics 50%