Experimental investigation on axial compressive behavior of novel FRP-ECC-HSC composite short column

Keyphrases

• Fiber Reinforced Polymer 100%
• High Strength Concrete 100%
• Concrete Composites 100%
• Short Column 100%
• Engineered Cementitious Composites 100%
• Axial Compressive Behavior 100%
• Novel Fiber 100%
• Composite Columns 62%
• Composite Ring 37%
• Concrete Core 37%
• Permanent Axial Strain 25%
• Fiber-reinforced Polymer (FRP) Tube 25%
• Hoop Strain 25%
• High-strength Concrete Columns 25%
• Design Equation 12%
• Tensile Behavior 12%
• Compressive Behavior 12%
• Axial Compression 12%
• Large Mode Area Fiber 12%
• Hoop Stress 12%
• Premature Failure 12%
• Ultimate Bearing Capacity 12%
• Ring Thickness 12%
• Conventional Fiber 12%
• Brittleness 12%
• Cracking Behavior 12%
• Stub Column 12%
• Novel Composite 12%
• Core Strength 12%

Engineering

• Experimental Investigation 100%
• Strength Concrete 100%
• Fiber-Reinforced Polymer 100%
• Compressive Behavior 100%
• Engineered Cementitious Composite 100%
• Composite Column 50%
• Reinforced Plastic 40%
• Concrete Core 30%
• Composite Ring 30%
• Hoop Strain 20%
• Axial Strain 20%
• Design Equation 10%
• Test Result 10%
• Cracking Behavior 10%
• Tensiles 10%
• Axial Compression 10%
• Hoop Stress 10%
• Premature Failure 10%
• Conventional Fiber 10%
• Brittleness 10%