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Microcrack-based continuous damage model for brittle geomaterials
J. F. Shao
*
,
J. W. Rudnicki
*
Corresponding author for this work
Civil and Environmental Engineering
Research output
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Contribution to journal
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Article
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peer-review
115
Scopus citations
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Engineering
Added Material
12%
Coalescence
12%
Compressive Stress
12%
Computer Simulation
12%
Constitutive Equation
25%
Crack
25%
Crack Length
12%
Critical Crack
12%
Critical Damage
12%
Damage Evolution Law
12%
Damage Model
100%
Damaged Material
12%
Density
12%
Determines
25%
Elastic Compliance
12%
Energy Function
12%
Equivalent Set
12%
Explicit Expression
12%
Fracture Mechanics
12%
Gibbs Free Energy
12%
Induced Damage
12%
Laboratories
12%
Localisation
12%
Localization Phenomenon
12%
Macroscopic
37%
Microcracks
100%
Model Parameter
12%
Models
25%
Physical Meaning
12%
Propagation Condition
12%
Propagation Criterion
12%
Second Rank Tensor
12%
Softening Behavior
12%
Tensile Stress σ
12%
Test Data
12%
Wings
12%
INIS
coalescence
9%
comparative evaluations
9%
compliance
18%
compression
9%
computerized simulation
9%
cracks
100%
damage
100%
data
9%
density
9%
distribution
9%
equations
18%
flexibility
9%
fracture mechanics
9%
france
9%
gibbs free energy
9%
granites
9%
growth
9%
laboratories
9%
length
9%
marble
9%
orientation
9%
rocks
9%
stiffness
9%
strains
9%
tennessee
9%
tensors
18%
unloading
9%
values
9%
Physics
Behavior
37%
Cracks
37%
Flexibility
12%
Fracture Mechanics
12%
Gibbs Free Energy
12%
Granite
12%
Growth
12%
Marble
12%
Microcracks
100%
Model
100%
Openings
12%
Parameter
12%
Position (Location)
25%
Rock
12%
Simulation
12%
Standard
12%
Stress Distribution
12%
Value
12%
Material Science
Crack
37%
Damage Evolution
12%
Density
12%
Fracture Mechanics
12%
Granite
12%
Material
25%
Mechanical Property
12%
Microcracks
100%
Natural Material
100%
Rock
12%
Stiffness
12%
Strain
12%
Stress Field
12%
Ultimate Tensile Strength
12%