Bond of spliced GFRP reinforcement bars in alkali activated cement concrete

Keyphrases

• Cement Concrete 100%
• Alkali-activated Cement 100%
• Glass Fiber-reinforced Polymer Reinforcement 100%
• Reinforcement Bar 100%
• Glass Fiber Reinforced Polymer Bar 60%
• Failure Mode 40%
• Reinforced 20%
• Environmental Issues 20%
• Low Quality Data 20%
• Tensile Stress 20%
• Experimental Behavior 20%
• Corrosion 20%
• Numerical Analysis 20%
• Steel Bar 20%
• Crack Pattern 20%
• Concrete Confinement 20%
• Load-deflection Curve 20%
• Concrete Compressive Strength 20%
• Design Recommendations 20%
• Glass Fiber Reinforced Polymer 20%
• Bond Behavior 20%
• Ordinary Portland Cement Concrete 20%
• Finite Element Model 20%
• Bonding Properties 20%
• Bond Stress 20%
• Three Dimensional Finite Element Model 20%
• Applied Load 20%
• Crack Onset Strain 20%
• Ultimate Moment Capacity 20%
• Splice Length 20%
• Strain Value 20%
• Spliced Bar 20%
• Stirrup Confinement 20%

Engineering

• Cement Concrete 100%
• Activated Cement 100%
• Reinforcement Bar 100%
• Glass fiber reinforced polymer 100%
• Failure Mode 40%
• Finite Element Modeling 40%
• Compression Strength 20%
• Compressive Strength 20%
• Tensiles 20%
• Steel Bar 20%
• Ordinary Portland Cement 20%
• Portland Cement Concrete 20%
• Applied Load 20%
• Moment Capacity 20%
• Load-Deflection Curve 20%