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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
:
Contribution to journal
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Article
›
peer-review
114
Scopus citations
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Dive into the research topics of 'Microcrack-based continuous damage model for brittle geomaterials'. Together they form a unique fingerprint.
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Engineering
Microcracks
72%
Macroscopic
27%
Damage Model
18%
Constitutive Equation
18%
Models
18%
Determines
18%
Crack
18%
Model Parameter
9%
Computer Simulation
9%
Laboratories
9%
Localisation
9%
Compressive Stress
9%
Tensile Stress σ
9%
Fracture Mechanics
9%
Gibbs Free Energy
9%
Induced Damage
9%
Test Data
9%
Coalescence
9%
Softening Behavior
9%
Added Material
9%
Energy Function
9%
Crack Length
9%
Critical Crack
9%
Damage Evolution Law
9%
Damaged Material
9%
Elastic Compliance
9%
Propagation Condition
9%
Second Rank Tensor
9%
Localization Phenomenon
9%
Explicit Expression
9%
Physical Meaning
9%
Wings
9%
Density
9%
Critical Damage
9%
Equivalent Set
9%
Propagation Criterion
9%
INIS
cracks
100%
damage
54%
compliance
18%
tensors
18%
equations
18%
laboratories
9%
data
9%
growth
9%
comparative evaluations
9%
strains
9%
length
9%
orientation
9%
values
9%
distribution
9%
stiffness
9%
density
9%
france
9%
rocks
9%
flexibility
9%
compression
9%
computerized simulation
9%
tennessee
9%
coalescence
9%
fracture mechanics
9%
marble
9%
unloading
9%
granites
9%
gibbs free energy
9%
Physics
Microcracks
72%
Tensor
18%
Model
18%
Cracks
18%
Stress Distribution
9%
Fracture Mechanics
9%
Gibbs Free Energy
9%
Sliding
9%
Granite
9%
Growth
9%
Behavior
9%
Standard
9%
Flexibility
9%
Value
9%
Position (Location)
9%
Rock
9%
Openings
9%
Marble
9%
Material Science
Microcracks
72%
Natural Material
27%
Strain
27%
Crack
18%
Granite
9%
Marble
9%
Mechanical Property
9%
Rock
9%
Coalescence
9%