Keyphrases
Pore Solution
100%
Damage Evolution
100%
Epoxy-based
100%
Glass Fiber Reinforced Polymer Bar
100%
Seawater Sea-sand Concrete
100%
Solution Environment
100%
Carbon Fibre-reinforced Polymer Bars
83%
Tensile Strength
50%
Fiber-matrix Interface
33%
Elastic Modulus
33%
Epoxy Matrix
33%
Corrosion
33%
Etching Rate
33%
Corrosion Damage
33%
Ion Etching
33%
Hydroxyl Ions
33%
Tensile Test
16%
Carbon Fiber
16%
Scanning Electron Microscopy
16%
Fourier Transform Infrared Spectroscopy (FT-IR)
16%
Hydrolysis
16%
Energy Dispersive Spectrometer
16%
Finite Element Model
16%
Immersion Time
16%
Degradation Properties
16%
Rate-based
16%
GFRP Bars
16%
Infrared Energy
16%
Evolution Properties
16%
Cross-linked Structure
16%
Accelerated Corrosion Test
16%
Mechanism Degradation
16%
Corrosion Damage Model
16%
Degradation Law
16%
Rate-based Model
16%
Etching Depth
16%
Tensile Strength Retention
16%
Engineering
Modeling Study
100%
Fiber-Reinforced Polymer
100%
Pore Solution
100%
Damage Evolution
100%
Ultimate Tensile Strength
44%
Corrosion Damage
33%
Epoxy Matrix
22%
Hydroxyl Ion
22%
Modulus of Elasticity
22%
Test Result
11%
Damage Mechanism
11%
Matrix Interface
11%
Property Degradation
11%
Energy Dispersive Spectrometer
11%
Strength Retention
11%
Finite Element Modeling
11%
Tensile Test
11%
Initial Value
11%
Reinforced Plastic
11%
FTIR Spectroscopy
11%
Material Science
Damage Evolution
100%
Seawater
100%
Reinforced Plastic
100%
Glass Fiber
100%
Carbon Fiber
60%
Corrosion
60%
Ultimate Tensile Strength
40%
Elastic Moduli
20%
Scanning Electron Microscopy
10%
Fourier Transform Infrared Spectroscopy
10%
Finite Element Modeling
10%
Enzymatic Hydrolysis
10%