Pages that link to "Item:Q1388529"
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The following pages link to Micromechanical modelling of anisotropic nonlinear elasticity of granular medium (Q1388529):
Displaying 19 items.
- Micromechanical behavior of granular materials with inherent anisotropy under cyclic loading using 2D DEM (Q351950) (← links)
- Macroscopic model with anisotropy based on micro-macro information (Q404633) (← links)
- Historical review of internal state variable theory for inelasticity (Q655207) (← links)
- Granular micromechanics model of anisotropic elasticity derived from Gibbs potential (Q726293) (← links)
- Analysis of structure and strain at the meso-scale in 2D granular materials (Q837854) (← links)
- A solution for the stress distribution in a granular medium (Q842573) (← links)
- Towards a constitutive law for the unsteady contact stress in granular media (Q1018473) (← links)
- Study of particle rearrangement during powder compaction by the discrete element method. (Q1400202) (← links)
- Micro--macro transition for anisotropic, frictional granular packings (Q1764914) (← links)
- Investigating the combined effects of inherent and stress-induced anisotropy on the mechanical behavior of granular materials using three-dimensional discrete element method (Q2004139) (← links)
- Modelling stress-induced anisotropy in multi-phase granular soils (Q2033648) (← links)
- A 2D micromechanical modelling of anisotropy in granular media (Q2455775) (← links)
- Elastic nonlinear behaviour of a granular medium: a micromechanical approach. (Q2468502) (← links)
- Modelling of cutting tool-soil interaction. II: Macromechanical model and upscaling (Q2501953) (← links)
- Fabric evolution of granular assembly underK0 loading/unloading (Q3044583) (← links)
- Micromechanics model for elastic stiffness of non-spherical granular assembly (Q4951559) (← links)
- Hemivariational continuum approach for granular solids with damage-induced anisotropy evolution (Q4992819) (← links)
- Micromechanical modelling of powder compaction (Q5933905) (← links)
- An extended three-field principle to scale-bridge the granular micromechanics of polymer-bonded particulate materials (Q6084448) (← links)