Bond behavior of steel reinforcement in high-performance fiber-reinforced cementitious composite flexural members

Keyphrases

• HPFRCC 100%
• Flexural Members 100%
• Bond Behavior 100%
• Steel Reinforcement 100%
• Four-point Bending 20%
• Bond-slip Behavior 20%
• Bond-slip Model 20%
• Lap Splice 20%
• Cement-based Composite Materials 20%
• Unique Properties 10%
• Structural Performance 10%
• Loading Conditions 10%
• Fiber Reinforced Concrete 10%
• Beam Specimen 10%
• Bond Strength 10%
• High Toughness 10%
• Concrete Cover 10%
• Mild Steel 10%
• Bond Performance 10%
• Normal Strength Concrete 10%
• Severe Loading 10%
• Normalized Bond Strength 10%
• Steel Confinement 10%
• Composite Beam 10%
• Ascending Branch 10%
• Strain Softening 10%
• Concrete Specimen 10%
• Damage Tolerance 10%
• Composite Mixture 10%
• Pseudo Strain Hardening 10%
• Splice Region 10%
• Beam Test 10%
• Pull-out Experiment 10%
• Test Performance 10%

Engineering

• Reinforced Cementitious Composite 100%
• High Performance Fiber 100%
• Steel Reinforcement 100%
• Flexural Member 100%
• Composite Material 20%
• Bond Strength 20%
• Point Bending 20%
• Lap Splice 20%
• Slip Model 20%
• Experimental Result 10%
• Structural Performance 10%
• Loading Condition 10%
• Fiber-Reinforced Concrete 10%
• Test Result 10%
• Beam Specimen 10%
• Damage Tolerance 10%
• Hardening Behavior 10%
• Concrete Specimen 10%
• Concrete Cover 10%
• Test Beam 10%
• Composite Beam 10%
• Mild Steel 10%
• Strain Hardening 10%
• Performance Bond 10%