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An associated elastic-viscoplastic constitutive model for sandstone involving shear-induced volumetric deformation
Meng-Chia Weng
, L. S. Tsai, Y. M. Hsieh, F. S. Jeng
*
*
此作品的通信作者
土木工程學系
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引文 斯高帕斯(Scopus)
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Keyphrases
Sandstone
100%
Constitutive Model
100%
Viscoplastic Model
100%
Volumetric Deformation
100%
Stress Path
100%
Shear-induced
100%
Elastic-viscoplastic
100%
Shear Stress
75%
Weak Rock
50%
Deformational Behavior
50%
Mechanical Behavior
25%
Weak Sandstone
25%
Elastic-plastic
25%
Viscoplastic Deformation
25%
Creep Test
25%
Deformation Behavior
25%
Experimental Protocol
25%
Long-term Loading
25%
Actual Behaviour
25%
Hard Rock
25%
Yield Surface
25%
Load Test
25%
Plastic Potential
25%
Elastic Deformation
25%
Systematic Comparison
25%
Time-dependent Deformation
25%
Viscoplastic Material
25%
Pure Shear
25%
Multistage Loading
25%
Volume Stress
25%
Volumetric Contraction
25%
Engineering
Constitutive Model
100%
Stress Path
66%
Multistage
16%
Creep Test
16%
Shearing Stress
16%
Deformation Behavior
16%
Hard Rock
16%
Yield Surface
16%
Actual Behavior
16%
Pure Shear
16%
Plastic Potential
16%
Mechanical Property
16%