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Solution existence conditions for elastoplastic constitutive models of granular materials
Y. Yang, H. S. Yu, K. K. Muraleetharan
Department of Civil Engineering
Research output
:
Journal Publication
›
Article
›
peer-review
9
Citations (Scopus)
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9
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23
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Dive into the research topics of 'Solution existence conditions for elastoplastic constitutive models of granular materials'. Together they form a unique fingerprint.
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Keyphrases
Anisotropic Elasticity
20%
Constitutive Model
20%
Elastic Stress
40%
Elastoplastic Model
100%
Elastoplastic Solution
20%
Existence Conditions
100%
Flow Rule
40%
Granular Materials
100%
Isotropic Elasticity
20%
Material Selection
20%
Non-associated Flow Rule
60%
Non-associated Plastic Flow
20%
Poisson's Ratio
100%
Solution Existence
100%
Strain Rate
20%
Stress Rate
20%
Stress-strain Relationship
40%
Engineering
Anisotropic
20%
Constitutive Model
100%
Elastic Stress
40%
Flow Rule
100%
Plastic Flow
20%
Poisson Ratio
100%
Special Attention
20%
Strain Rate
20%
Strain Relationship
40%
Stress Rate
20%