Experimental Study on the Bond Performance of Steel-Basalt Fiber Composite Bars in Concrete

Keyphrases

• Average Bond Stress 6%
• Bar Diameter 6%
• Bar Tension 6%
• Beam Bond Test 6%
• Bond Length 13%
• Bond Performance 100%
• Bond Strength 26%
• Bond Stress 6%
• Bond-slip Constitutive Model 6%
• Bond-slip Model 13%
• Bond-slip Performance 6%
• Bonding Mechanism 6%
• Composite Concrete 13%
• Concrete Cover 6%
• Concrete Cover Thickness 6%
• Corrosion Resistance 6%
• Elastic Modulus 6%
• Load Value 6%
• Long Bond 6%
• Mechanical Behavior 6%
• Mechanical Performance 6%
• Negative Impact 6%
• Pitch Ratio 6%
• Pullout 13%
• Reinforced Concrete Structures 13%
• Sandblasting 6%
• Slip Curve 6%
• Slippage 6%
• Steel-basalt Fiber Composite Bars 100%
• Thread pitch 6%
• Toughness 6%
• Ultimate Load 6%

Engineering

• Bar Diameter 6%
• Basalt Fibre 100%
• Bond Mechanism 6%
• Bond Strength 33%
• Concrete Cover 6%
• Concrete Cover Thickness 6%
• Constitutive Model 6%
• Corrosion Resistance 6%
• Mechanical Performance 6%
• Negative Impact 6%
• Performance Bond 100%
• Pitch Ratio 6%
• Reinforced Concrete Structure 13%
• Slip Model 13%
• Slippage 6%
• Test Result 6%
• Thread Pitch 6%
• Young's Modulus 6%