Keyphrases
Asphalt Concrete
58%
Acoustic Emission
54%
Low-temperature Cracking
39%
Asphalt Concrete Pavement
37%
Asphalt Binder
35%
Nondestructive Evaluation
30%
Asphalt Mixture
30%
Oxidative Aging
28%
Mechanical Waves
26%
Embrittlement Temperature
26%
Attenuation
26%
Binder
25%
Mortar
24%
Guided Waves
23%
Adhesive Bond Strength
22%
Non-collinear Wave Mixing
22%
Ultrasonic Guided Waves
22%
Acousto-ultrasonics
21%
Non-collinear
20%
Ultrasonic Approach
20%
Rejuvenator
20%
Wave Mixing
20%
Laminated Safety Glass
18%
Attenuation Measurement
18%
Corrosion Damage
18%
Ultrasonic Wave
18%
Aging
17%
Asphalt Pavement
17%
Asphalt Materials
16%
Nonlinear Ultrasonic Technique
16%
Wave Approach
15%
Wood Decay
15%
Ultrasonic
15%
Stress Wave Factor
15%
Reclaimed Asphalt Pavement
14%
Aged Asphalt
14%
Fatigue Damage
14%
Complex Modulus
14%
Reinforced Mortar
13%
Acoustic Emission Test
13%
Non-destructive
13%
Cracking Performance
12%
Tire
12%
Fracture Energy
12%
Steel Reinforced Mortar
12%
Glulam Beam
12%
Aging Level
12%
Low-temperature Performance
11%
Stress Wave
11%
Hot Mix Asphalt
11%
Engineering
Ultrasonics
100%
Acoustic Emission
63%
Low-Temperature
57%
Asphalt Concrete
56%
Guided Wave
37%
Concrete Pavements
37%
Asphalt Mixture
34%
Asphalt Binder
33%
Asphalt Pavements
25%
Embrittlement
24%
Reinforced Mortar
24%
Stress Wave
23%
Oxidative Aging
21%
Asphalt Concrete Mixture
19%
Corrosion Damage
18%
Steel Rebar
17%
Asphalt Material
17%
Adhesive Bond Strength
16%
Pavement
16%
Fatigue Damage
16%
Safety Glass
15%
Non Destructive Evaluation
13%
Subsurface
12%
Emission Test
12%
Test Sample
12%
Waveguide
12%
Fracture Energy
11%
Cracking Performance
11%
Scattered Wave
11%
Complex Modulus
11%
Aged Asphalt
10%
Dimension Stone
10%
Non-Destructive Testing
10%
Reclaimed Asphalt Pavement
9%
Cooling Cycle
9%
Echo Pulse
9%
Longitudinal Wave
9%
Localized Corrosion
9%
Cylindrical Tube
9%
Generated Stress
9%
Sensor System
8%
Concrete (Composite Building Material)
8%
Factor Measurement
7%
Mechanical Performance
7%
Nonlinearity
7%
Dwell Time
7%
Transducer
7%
Quantitative Evaluation
7%
Concrete Specimen
6%
Fracture Property
6%