Bond properties of sand-coated GFRP bars with fly ash-based geopolymer concrete

Keyphrases

• Glass Fiber Reinforced Polymer Bar 100%
• Sand Coated 100%
• Bonding Properties 100%
• Coated Glass 100%
• Fly Ash Geopolymer Concrete 100%
• Geopolymer Cement 75%
• Ordinary Portland Cement Concrete 75%
• Embedment Length 75%
• Reinforced 50%
• Bond Strength 50%
• Glass Fiber Reinforced Polymer 50%
• Cement Concrete 50%
• Bar Diameter 50%
• Bond-slip Law 50%
• Finite Element Modeling 25%
• Environmentally Friendly 25%
• Reinforced Concrete Structures 25%
• Steel Bar 25%
• Failure Mode 25%
• Concrete Compressive Strength 25%
• Pull-out Test 25%
• Corrosion Resistant 25%
• Bond Behavior 25%
• Average Bond Stress 25%
• Concrete Cylinders 25%
• Bond Failure Mode 25%
• Free End 25%
• Bond-slip Relationship 25%
• Fly Ash Geopolymer 25%
• Strain Distribution 25%
• Bond Distribution 25%

Engineering

• Fiber-Reinforced Polymer 100%
• Geopolymer 100%
• Bond Strength 50%
• Ordinary Portland Cement 50%
• Portland Cement Concrete 50%
• Embedment 50%
• Test Result 33%
• Failure Mode 33%
• Cement Concrete 33%
• Bar Diameter 33%
• Experimental Result 16%
• Fem Model 16%
• Steel Bar 16%
• Reinforced Concrete Structure 16%
• Concrete Compressive Strength 16%
• Pullout Test 16%
• Test Specimen 16%
• Bond Failure 16%
• Mm Diameter 16%