Engineering
Finite Element Analysis
100%
Cohesive Crack
39%
Crack Growth
39%
Size Effect
38%
Ultimate Tensile Strength
37%
Compression Strength
29%
Glass Powder
29%
Crack Tip
28%
Test Result
26%
Flexure
25%
Compressive Strength
25%
Test Method
24%
Node Method
24%
Liquid Crystal Display
24%
High Performance Fiber
23%
Fiber-Reinforced Concrete
23%
Cement Composite
22%
Alkali Silica Reaction
20%
Computer Simulation
20%
Multiple Crack
19%
Geopolymer
19%
Bending Strength
19%
Flexural Behavior
19%
Displacement Field
18%
Experimental Result
18%
Bridge Decks
18%
Crack Propagation
17%
Slab Track
16%
Carbonation
16%
Crack Initiation
16%
Fracture Mechanics
16%
Numerical Example
15%
Liquid Metal
15%
Fatigue Crack Growth
15%
Nanowire
15%
Energy Engineering
15%
Graphene
15%
Crack Front
13%
Railway
13%
Multiscale
13%
Dynamic Fracture
13%
Multiple-Site Damage
13%
Phase Field
13%
Precast Concrete
13%
Asphalt Concrete
13%
Nanocomposite
13%
Computational Cost
13%
Strain Capacity
13%
Steel Rebar
13%
Ultra-High-Performance Concrete
12%
Keyphrases
Stretchable
69%
Extended Finite Element Method
36%
Three-dimensional (3D)
35%
Cohesive Crack
32%
Biaxial
31%
Size Effect
30%
Meshless Method
27%
Biaxial Flexural Test
25%
Micro-supercapacitors
25%
Phantom Node Method
24%
Crack Tip
23%
Ultra-high Performance Fiber Reinforced Concrete (UHPFRC)
23%
Multi-walled Carbon Nanotubes (MWCNTs)
22%
High Performance
22%
Alkali-silica Reaction
20%
Cement Composites
20%
Foam-filled
19%
Crack Growth
19%
Display Glass
19%
Flexural Behavior
19%
GFRP Bridge Deck
18%
Mechanical Properties
18%
Crack Propagation
17%
Concrete Strength
17%
Carbonation
16%
Deformable
16%
Liquid Crystal Display Waste Glass
15%
Fatigue Crack Growth
15%
Displacement Field
15%
Cohesive Crack Model
15%
Numerical Simulation
15%
Biaxial Flexural Strength
14%
Partition of Unity
14%
Numerical Examples
14%
Transverse Direction
14%
Multiple Site Damage
13%
Dynamic Fracture
13%
Discontinuous Enrichment Method
13%
Polyaniline Nanofibers
13%
Chloride Ingress
13%
Asphalt Concrete
13%
Phase-field Model
13%
Energy Storage Devices
13%
Waste Glass
13%
Glass Powder
13%
Waste Glass Sludge
13%
Biaxial Strain
13%
Tensile Strength
13%
Carbon Nanotubes
13%
Graphene
13%