Keyphrases
Elastic-plastic
100%
Colocalization Analysis
100%
Saturated Porous Media
100%
Strain Hardening Modulus
100%
Drained Condition
100%
Undrained Condition
100%
Uniqueness Analysis
100%
Dynamic Model
50%
Bifurcation Analysis
50%
Finite Element
50%
Small Strain
50%
Mesh Dependence
50%
Shear Band
50%
Incremental Response
50%
Coupled Problems
50%
Internal Length
50%
Discontinuous Bifurcation
50%
Localized Deformation
50%
Single-phase Materials
50%
Problem Analysis
50%
Multidimensional Problems
50%
Scale Prediction
50%
Work Density
50%
Length Parameter
50%
Positiveness
50%
Loss of Stability
50%
Second-order Work
50%
Planar Shear
50%
Restoration of Uniqueness
50%
Engineering
Hardening Modulus
100%
One Dimensional
50%
Dynamic Model
50%
Length Scale
50%
Shear Band
50%
Phase Material
50%
Dimensional Problem
50%
Bifurcation Analysis
50%
Internal Length Parameter
50%
Finite Element Result
50%
Material Science
Finite Element Method
100%
Density
100%
Shear Band
100%
Bifurcation Analysis
100%