Pull-out strengths of GFRP-concrete bond exposed to applied environmental conditions

Engineering

• Bond Strength 100%
• Experimental Result 50%
• Failure Mode 50%
• Failure Strain 50%
• Experimental Investigation 50%
• Pullout Test 50%
• Compression Strength 50%
• Compressive Strength 50%
• Reinforced Plastic 50%
• Concrete Compressive Strength 50%
• Dry Cycle 50%
• Strain Profile 50%
• Exposure Condition 50%

Material Science

• Compressive Strength 100%
• Reinforced Plastic 50%
• Shear Testing 50%
• Glass Fiber 50%