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Microcrack-based continuous damage model for brittle geomaterials
J. F. Shao
*
,
J. W. Rudnicki
*
Corresponding author for this work
Research output
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Contribution to journal
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Article
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peer-review
125
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
Added Material
50%
Compressive Stress
50%
Computer Simulation
50%
Constitutive Equation
100%
Crack Length
50%
Critical Crack
50%
Critical Damage
50%
Damage Evolution Law
50%
Damage Model
100%
Damaged Material
50%
Elastic Compliance
50%
Equivalent Set
50%
Explicit Expression
50%
Fracture Mechanics
50%
Gibbs Free Energy
100%
Induced Damage
50%
Localization Phenomenon
50%
Mechanical Property
50%
Micromechanical Analysis
50%
Model Parameter
50%
Physical Meaning
50%
Propagation Condition
50%
Propagation Criterion
50%
Second Rank Tensor
50%
Softening Behavior
50%
Stress Field
50%
Tensile Stress σ
50%
Test Data
50%
Keyphrases
Brittle Rock
16%
Compressive Stress
16%
Constitutive Equation
33%
Constitutive Tensor
16%
Continuous Damage
100%
Critical Crack Length
16%
Critical Damage
16%
Damage Evolution
16%
Damage Intensity
16%
Damaged Material
16%
Data Simulation
16%
Elastic Compliance
16%
Equivalent Sets
16%
Free Energy Functional
16%
Geomaterials
100%
Gibbs Free Energy
16%
Induced Damage
16%
Irreversible Damage
16%
Linear Fracture Mechanics
16%
Localization Conditions
16%
Localization Phenomenon
16%
Mechanical Behavior
16%
Microcrack Coalescence
16%
Microcrack Growth
16%
Microcracks
100%
Micromechanical Analysis
16%
Numerical Simulation
16%
Physical Meaning
16%
Propagation Condition
16%
Propagation Criterion
16%
Second Rank
16%
Softening Behavior
16%
Stiffness
16%
Stress Field
16%
Tennessee
16%
Tensile Stress
16%
Wing Crack
16%
Material Science
Damage Evolution
33%
Density
33%
Fracture Mechanics
33%
Mechanical Property
33%
Natural Material
100%
Stress Field
33%
Ultimate Tensile Strength
33%