Keyphrases
Fiber Reinforced Polymer
100%
Recycled Aggregate Concrete
100%
Polyester Fiber
100%
Polyvinylchloride Tubes
100%
Strength Improvement
100%
Ductility Improvement
100%
Polyester
91%
Polyvinyl Chloride
62%
FRP Tube
33%
FRP Strips
25%
Compressive Strength
8%
Axial Deformation
8%
CFRP Tube
8%
G-CFRP
8%
Axial Compressive Behavior
8%
Normal Aggregate
8%
Design Basis
4%
Ductility
4%
Tensile Strength
4%
Tensile Strain
4%
Recycled Aggregate
4%
Deformation Capacity
4%
Fiber-reinforced Polymer (FRP) Tube
4%
Stress-strain Model
4%
Tensile Deformation
4%
Glass-carbon Fibre
4%
Glass Fiber Reinforced Polymer Composites
4%
Fiber-reinforced Polymer Composites
4%
Clay Brick Waste
4%
Uniaxial Compression Test
4%
Synthetic Glasses
4%
Recycled Clay Brick Aggregate
4%
Carbon Fiber Reinforced Thermoplastics (CFRTP)
4%
Ultimate Compressive Strength
4%
Tensile Modulus
4%
Hybrid Tube
4%
Pseudo-ductility
4%
Axial Compressive Stress
4%
Low Compressive Strength
4%
Compressive Stress-strain Behavior
4%
FRP Confinement
4%
Lateral Deformation
4%
Carbon Fiber Reinforced Polymer
4%
Carbon Fiber Reinforced Polymer Composites
4%
Material Science
Mechanical Strength
100%
Reinforced Plastic
100%
Concrete Aggregate
100%
Polyester
100%
Polyvinyl Chloride
100%
Compressive Strength
14%
Carbon Fiber Reinforced Plastics
10%
Polymer Composite
7%
Carbon Fiber
7%
Elastic Moduli
3%
Ultimate Tensile Strength
3%
Glass-Fiber Reinforced Plastic
3%
Tensile Strain
3%
Engineering
Recycled Concrete Aggregate
100%
Polyester Fiber
100%
Fibre Reinforced Polymer
100%
Confinement Tube
100%
Compressive Strength
16%
Compressive Stress
8%
Clay Brick
8%
Compressive Behavior
8%
Aggregate Concrete
8%
Axial Deformation
8%
Compression Test
4%
Young's Modulus
4%
Ultimate Tensile Strength
4%
Recycled Aggregate
4%
Tensile Deformation
4%
Carbon Fibre-Reinforced Polymer Composite
4%
Lateral Deformation
4%
Tensile Strain
4%
Strain Model
4%
Carbon Fibre Reinforced Polymer
4%
Fibre-Reinforced Polymer Composite
4%