Keyphrases
Analytical Model
7%
Anchorage System
14%
Bond Behavior
8%
Carbon Fiber Reinforced Polymer
98%
Carbon Fiber Reinforced Polymer Composites
10%
Carbon Fiber Reinforced Polymer Laminates
8%
Carbon Fiber Reinforced Polymer Sheets
19%
Carbon FRP
20%
CFRP Fabrics
10%
CFRP Sheets
11%
Closed Stirrup
15%
Concrete Bond
8%
Concrete Interface
17%
Construction Phase
10%
Cyclic Loading
13%
Debonding
8%
Externally Bonded
98%
Externally Bonded CFRP
22%
Externally Bonded Fibers
24%
Failure Mode
8%
Fatigue Behavior
30%
Fatigue Life
15%
Fatigue Load
18%
Fatigue Performance
15%
Fiber Reinforced Polymer
37%
Fiber-reinforced Polymer Composites
14%
Finite Element Analysis
13%
Finite Element Modeling
11%
Finite Element Simulation
13%
FRP Composites
8%
FRP-strengthened RC Beams
9%
Full-size
12%
L-shaped Laminates
23%
Numerical Model
8%
RC Beam
23%
RC T-beams
26%
Reinforced Concrete
14%
Reinforced Concrete Beam
47%
Reinforced Concrete T-beam
62%
Rope
23%
Shear Resistance
26%
Shear Strengthening
68%
Size Effect
23%
Slab Deflection
13%
Steel Stirrups
22%
Stiffness
14%
Stirrups
8%
Transverse Steel
17%
Transverse Steel Reinforcement
13%
U-wrap
23%
Engineering
Analytical Model
7%
Analytical Study
13%
Beam Shear
11%
Carbon Fibre Reinforced Polymer
24%
Carbon Fibre-Reinforced Polymer Composite
10%
Concrete Buildings
9%
Concrete Structure
7%
Construction Phase
11%
Cyclic Fatigue Loading
8%
Cyclic Loading
25%
Debonding
14%
Experimental Investigation
10%
Experimental Result
10%
Failure Mode
7%
Fatigue Assessment
6%
Fatigue Behavior
36%
Fatigue Life
25%
Fatigue Loading
25%
Fatigue Performance
16%
Fem Model
11%
Fiber-Reinforced Polymer
100%
Finite Element Analysis
25%
Finite Element Simulation
13%
Live Load
6%
Monolayer
13%
Numerical Model
10%
Numerical Modeling
6%
Phase Loading
6%
Pullout Test
7%
Reinforced Concrete
91%
Reinforced Concrete Beam
43%
Reinforced Plastic
56%
Research Need
6%
Retro-Fitting
6%
Retrofit
9%
Rigidity
15%
Seismic Performance
9%
Seismic Retrofit
6%
Service Load
6%
Shear Resistance
25%
Shear Strength
7%
Shear Strengthening of Reinforced Concrete Beam
8%
Shear Walls
13%
Size Effect
23%
Static Loading
8%
Steel Reinforcement
9%
Strain Response
9%
Strengthening System
9%
Studied Parameter
6%
Test Result
12%