Effects of exposure in seawater sea-sand concrete pore solution on fatigue performance of carbon FRP bars

Keyphrases

• Artificial Seawater 16%
• Carbon Fiber Reinforced Polymer 16%
• Carbon Fibre-reinforced Polymer Bars 100%
• Carbon FRP 100%
• Chemical Etching 16%
• Concrete Environment 16%
• Concrete Pore Solution 100%
• Constant Stress Ratio 16%
• Corrosion-fatigue Life 33%
• Damage Fatigue 16%
• Degradation Model 16%
• Diffusion Model 16%
• Effective Stress 33%
• Fatigue Data 16%
• Fatigue Life 16%
• Fatigue Life Prediction 33%
• Fatigue Mechanism 50%
• Fatigue Performance 100%
• Fiber-reinforced Polymer Reinforcement 16%
• FRP Composites 16%
• GFRP Bars 100%
• Life Expectancy 16%
• Method of Levels 33%
• Residual Fatigue Life 16%
• S-N Curve 16%
• Scanning Electron Microscopy 16%
• Seawater Sea-sand Concrete 100%
• Stress Level 66%
• Tensile Failure Mode 16%
• Tensile Fatigue Test 33%
• Valuable Insight 16%

Engineering

• Concrete Pore 100%
• Constant Stress 14%
• Corrosion Fatigue 28%
• Damage Mechanism 42%
• Degradation Model 14%
• Diffusion Model 14%
• Effective Stress 28%
• Failure Mode 14%
• Fatigue Damage 42%
• Fatigue Life 28%
• Fatigue Life Prediction 28%
• Fatigue Performance 100%
• Fiber-Reinforced Polymer 100%
• Good Correlation 14%
• Mechanical Fatigue Test 28%
• Pore Solution 100%
• Predicted Result 14%
• Reinforced Plastic 100%
• Stress Level 57%
• Stress Ratio 14%
• Tensiles 42%

Material Science

• Carbon Fiber 77%
• Chemical Etching 11%
• Composite Material 11%
• Corrosion Fatigue 22%
• Fatigue Damage 33%
• Fatigue of Materials 44%
• Reinforced Plastic 100%
• Scanning Electron Microscopy 11%
• Seawater 100%