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Modeling the behavior of sandstone based on generalized plasticity concept
Meng-Chia Weng
*
, Hoe I. Ling
*
Corresponding author for this work
Department of Civil Engineering
Research output
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Contribution to journal
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Article
›
peer-review
13
Scopus citations
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Keyphrases
Generalized Plasticity
100%
Sandstone
100%
Shear Loading
40%
Deformation Behavior
40%
Loading Conditions
20%
Shear Dilation
20%
Material Parameters
20%
Plastic Deformation
20%
Hydrostatic Load
20%
Nonlinear Elasticity
20%
Associated Flow Rule
20%
Cyclic Loading
20%
Hydrostatic Stress
20%
Triaxial Test
20%
Constitutive Model
20%
Stress Path
20%
Failure State
20%
Shear Distortion
20%
Post-peak Behavior
20%
Engineering
Deformation Behavior
100%
Test Result
50%
Material Parameter
50%
Plastic Deformation
50%
Cyclic Loading Condition
50%
Hydrostatic Stress
50%
Constitutive Model
50%
Flow Rule
50%
Stress Path
50%