Engineering
Numerical Modeling
100%
Finite Element Analysis
80%
Rock Fracture
57%
Numerical Study
57%
Ultimate Tensile Strength
38%
Dynamic Loads
35%
Silicon Dioxide
35%
Mechanical Problem
34%
Rankine
28%
Numerical Example
27%
Damage Variable
27%
Damage Model
26%
Tensiles
23%
High Cycle Fatigue
21%
Numerical Methods
19%
Rock Sample
19%
Compression Tests
18%
Compression Strength
18%
Compressive Strength
18%
Piezoelectric
17%
Fatigue Model
16%
Pretreatment
16%
Anisotropic
16%
Constitutive Model
16%
Alternating Current
16%
Creep
15%
Continuum Approach
13%
Loading Rate
13%
Confining Pressure
12%
Induced Damage
12%
Rate of Penetration
12%
Fatigue Analysis
12%
Actuation
12%
Strain Rate
11%
Failure Mode
11%
Hard Rock
11%
Temperature Dependence
11%
Plasticity Model
10%
Stress Space
10%
Damage Evolution
10%
Stress State
10%
Numerical Model
10%
Axisymmetric
10%
Heat Flux
10%
Rock Drilling
9%
Numerical Approach
9%
Numerical Prediction
9%
Indentation
8%
Fracture Behavior
8%
Rock Interaction
7%
Keyphrases
Numerical Modeling
96%
Embedded Discontinuity
55%
Rock Fracture
50%
Granitic Rocks
44%
Dynamic Loading
35%
Numerical Simulation
34%
Finite Element
31%
Viscoplastic Model
29%
Silica
29%
Tensile Strength
25%
Damage Variable
24%
Thermo-mechanical Problem
23%
Thermal Shock
23%
Brazilian Disc Test
22%
Weakening Effect
21%
Numerical Examples
21%
Rate Dependence
19%
Polygonal Finite Elements
19%
Endurance Surface
19%
High Cycle Fatigue
19%
Dynamic Model
18%
Numerical Methods
17%
Thermal Spallation
16%
Percussive Drilling
15%
Rankine Criterion
15%
Uniaxial Tension Test
15%
NiTe
15%
Thermal Weakening
15%
Fatigue Model
14%
Continuum Approach
14%
Compressive Strength
13%
Rock Heterogeneity
13%
Rock Sample
13%
Rock Material
13%
Viscodamage
13%
Continuum Damage Model
12%
Penetration Rate
12%
Microcracks
12%
Actuation
12%
Creep-fatigue
12%
Fatigue Analysis
12%
Creep Fracture
12%
Rock Strength
11%
Piezoelectric Properties
11%
Concrete Crack
11%
Temperature Effect
11%
Finite Element Method
11%
Evolution Equations
11%
Failure Mode
11%
Kuru
10%