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Keyphrases
Concrete Interface
49%
Fiber Reinforced Polymer
42%
Salt Fog
40%
Steel Joints
30%
FRP Composites
28%
Temperature Cycle
28%
Glass Fiber Reinforced Polymer
28%
Bond-slip Model
27%
Concrete Joint
26%
Carbon Fiber Reinforced Polymer
24%
Bonded Joints
24%
Fiber-reinforced Polymer Composites
23%
Reinforced Concrete Column
22%
Reinforced
22%
Glass Transition Temperature
20%
Bond Stress
20%
Externally Bonded Reinforcement
19%
Corrosion
19%
Aggressive Environment
18%
Bond-slip Curve
18%
Lap-shear Test
18%
FRP-concrete
16%
Reinforcement System
16%
Debonding Process
16%
Failure Mode
15%
Compressive Stress
15%
Ballistic Impact
15%
Composite Laminates
15%
Numerical Simulation
15%
Railway Track
15%
Cyclic Horizontal Load
15%
Environmental Degradation
15%
Freeze-thaw
15%
Bonded Interface
14%
Debonding
14%
Aging
14%
Accelerated Aging
14%
Dry-wet Cycles
14%
Sodium Chloride
13%
Maximum Bond Stress
13%
Temperature Effect
13%
Stiffness
12%
Transition Zone
12%
Sodium Sulfate
12%
CFRP-steel Joint
12%
Analytical Model
12%
Concrete Strength
11%
Reinforced Concrete
11%
Three-dimensional (3D)
11%
CFRP Laminates
11%
Engineering
Joints (Structural Components)
100%
Reinforced Plastic
59%
Gfrp
54%
Fiber-Reinforced Polymer
43%
Debonding
38%
Reinforced Concrete
36%
Experimental Result
25%
Carbon Fiber Reinforced Polymer
24%
Slip Model
22%
Axial Compression
17%
Glass fiber reinforced polymer
16%
Failure Mode
16%
Compressive Stress
15%
Good Correlation
15%
Impact Problem
15%
Railway
15%
Simulation Result
15%
Horizontal Load
15%
Influencing Factor
15%
Steel Rebar
15%
Rigidity
14%
Fiber-Reinforced Polymer Composite
13%
Bonded Interface
12%
Finite Element Analysis
11%
Tensiles
11%
Rail Track
11%
Analytical Model
11%
Numerical Modeling
10%
Cyclic Loading
10%
Reinforced Concrete Structure
9%
Illustrates
9%
Porosity
9%
Temporal Evolution
9%
Ultimate Tensile Strength
9%
Thaw Cycle
8%
Polymeric Composite
8%
Experimental Report
7%
Linear Analysis
7%
Differential Settlement
7%
Ballasted Track
7%
Fiber Reinforced Plastic Composite
7%
Nonlinear Analysis
7%
Glass Fiber-Reinforced Concrete
7%
Materials Degradation
7%
Model Type
7%
Bond Durability
7%
Bond Failure
7%
Mohr-Coulomb Criterion
7%
Corrosion Study
7%
High Speed Train
7%