DIC strain analysis of FRP/concrete bond after sustained loading

Engineering

• Bond Strength 100%
• Strain Analysis 100%
• Periodic Time 50%
• Composite Material 50%
• Debonding 50%
• Reinforced Concrete Structure 50%
• Carbon Fibre-Reinforced Polymer Composite 50%
• Digital Image Correlation 50%
• Composite Specimen 50%
• Bond Failure 50%
• Concrete Strength 50%
• Steel-Reinforced Concrete 50%
• Concrete Beam 50%
• Plain Concrete 50%
• Carbon Composite 50%
• Strain Gage 50%
• Strength Concrete 50%

Keyphrases

• Strain Analysis 100%
• Sustained Loading 100%
• Glass Composite 66%
• Composite Concrete 33%
• Sustained Flexural Load 33%
• Composite Specimen 33%
• Outdoor Environment 33%
• High Strength Concrete 33%
• Bond Failure 33%
• Resistance Strain Gauge 33%
• Sustained Load 33%
• Concrete Bond 33%
• Plain Concrete Beam 33%
• Bonded Composites 33%
• Carbon Composite 33%
• Bond Behavior 33%
• Years of Exposure 33%
• Externally Bonded 33%
• Steel-concrete Composite Structure 33%

Material Science

• Mechanical Strength 100%
• Reinforced Plastic 100%
• Carbon Fiber 25%
• Composite Material 25%
• Polymer Composite 25%
• Debonding 25%
• Steel-Reinforced Concrete 25%