Keyphrases
Aluminum Foam
22%
Blast Impact
16%
Blast Load
35%
Blast Loading
27%
Blast Mitigation
22%
Cased Charge
52%
Close-in
64%
Combined Blast
26%
Combined Loading
80%
Confined Explosion
14%
Detonation
84%
Discrete Crack
22%
Dynamic Response
34%
Equivalency Factor
18%
Explosives
41%
Fiber Reinforced Concrete
22%
Fiber Volume
19%
Fragment Distribution
31%
Fragment Impact
27%
Fragment Loading
20%
Fragmentation Impact
37%
Local Damage
16%
Mass Distribution
22%
Mass Ratio
14%
Numerical Investigation
22%
Numerical Simulation
37%
Overpressure
20%
Pressure-impulse Diagram
22%
Protective Structures
51%
Protective Wall
31%
RC Elements
15%
Reinforced Concrete
35%
Reinforced Concrete Barriers
26%
Reinforced Concrete Members
41%
Reinforced Concrete Structures
16%
Residual Deformation
14%
Sacrificial Layer
22%
Simplified Approach
16%
Single Degree of Freedom
15%
Standoff Distance
40%
Steel I-section
22%
Steel Liner
22%
Stiffener
14%
Structural Damage
21%
Structural Engineering
15%
Structural Members
26%
Structural Response
45%
Tension Stiffening
22%
TNT Equivalence
22%
Wide Flange Sections
18%
Engineering
Axial Load
22%
Blast Loading
19%
Blast Loads
51%
Bridging
16%
Combined Load
20%
Computer Simulation
54%
Concrete Element
27%
Concrete Member
14%
Concrete Strength
17%
Cross Section
12%
Damaged Plate
15%
Degree of Freedom
20%
Detonation Process
14%
Dimensionless
15%
Direct Approach
11%
Dynamic Response
34%
Energy Engineering
48%
Equivalent Weight
11%
Experimental Result
71%
Extreme Loading
20%
Fiber-Reinforced Concrete
34%
Field Test
47%
Finite Element Formulation
11%
Good Agreement
25%
Internals
15%
Load Ratio
22%
Main Stage
11%
Mass Distribution
20%
Mass Ratio
26%
Model Parameter
19%
One Dimensional
19%
Parametric Study
28%
Protective Structure
45%
Rear Face
15%
Reinforced Concrete
100%
Reinforced Concrete Slab
11%
Reinforced Concrete Structure
22%
Scaled Distance
22%
Single Degree
20%
Strain Rate Effect
12%
Strong Axis
15%
Structural Damage
30%
Structural Design
22%
Structural Dynamics
11%
Structural Member
37%
Structural Response
59%
Structural System
14%
Synergistic Effect
15%
Thickness Ratio
17%
Time History
20%