Keyphrases
Aging
11%
Alkali-silica Reaction
19%
Cement Hydration
9%
Coarse Aggregate
11%
Computational Cost
7%
Concrete Crack
10%
Concrete Structures
17%
Constitutive Equation
11%
Creep
11%
Discrete Model
18%
Discrete Modeling
13%
Discrete Particle Model
25%
Failure Behavior
10%
Fiber Reinforced Concrete
15%
Fiber Reinforced Polymer
7%
Fracture Energy
14%
Fracture Process
8%
Fracture Process Zone
8%
Fracturing Behavior
11%
High Performance Concrete
8%
Internal Structure
8%
Lattice Discrete Particle Model
100%
Lattice Model
14%
Loading Conditions
12%
Mars
9%
Masonry
9%
Mechanical Behavior
17%
Mechanical Properties
10%
Meso
10%
Mesoscale Models
13%
Microplane
7%
Microplane Model
17%
Microprestress
10%
Mortar
7%
Multiphysics
10%
Numerical Model
7%
Numerical Simulation
23%
Quasi-brittle Fracture
8%
Quasi-brittle Materials
19%
Reinforced Concrete
8%
Reinforced Concrete Structures
10%
Representative Volume Element
8%
Self-desiccation
12%
Shale
12%
Size Effect
47%
Size Effect Law
11%
Stiffness
11%
Three-dimensional (3D)
10%
Three-point Bending Test
9%
Ultra-high Performance Concrete
16%
Engineering
Alkali Silica Reaction
19%
Anisotropic
8%
Asymptotic Expansion
10%
Cement Paste
8%
Coarse Aggregate
12%
Cohesive Crack
11%
Compression Tests
9%
Computational Cost
8%
Concrete Structure
19%
Constitutive Equation
18%
Constitutive Model
13%
Creep
18%
Discrete Model
20%
Energy Dissipation
7%
Experimental Result
7%
Failure Behavior
10%
Fiber-Reinforced Concrete
22%
Fine Scale
9%
Finite Element Analysis
16%
Fracture Energy
20%
Fracture Mechanics
7%
High-Performance Concrete
9%
Internal Structure
10%
Length Scale
7%
Linear Elastic Fracture Mechanic
7%
Loading Condition
18%
Macroscale
9%
Masonry Structure
7%
Mechanical Model
8%
Mechanical Response
7%
Mesoscale
48%
Multiscale
17%
Nonlinearity
8%
Numerical Model
10%
Numerical Modeling
11%
Process Zone
10%
Quasi-Brittle Material
16%
Reinforced Concrete
13%
Reinforced Concrete Structure
11%
Reinforced Plastic
9%
Representative Volume Element
8%
Scale Model
11%
Shear Strength
8%
Silica Fume
7%
Size Effect
49%
Stone Masonry
9%
Tensiles
15%
Test Data
10%
Three Dimensional Printing
10%
Ultra-High-Performance Concrete
16%