Elastic constants for granular materials modeled as first-order strain-gradient continua

Formulation of a stress–strain relationship is presented for a granular medium, which is modeled as a first-order strain-gradient continuum. The elastic constants used in the stress–strain relationship are derived as an explicit function of inter-particle stiffness, particle size, and packing densit...

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Veröffentlicht in:International journal of solids and structures 2003-10, Vol.40 (21), p.5565-5582
Hauptverfasser: Chang, C.S., Shi, Q., Liao, C.L.
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creator Chang, C.S.
Shi, Q.
Liao, C.L.
description Formulation of a stress–strain relationship is presented for a granular medium, which is modeled as a first-order strain-gradient continuum. The elastic constants used in the stress–strain relationship are derived as an explicit function of inter-particle stiffness, particle size, and packing density. It can be demonstrated that couple-stress continuum is a subclass of strain-gradient continua. The derived stress–strain relationship is simplified to obtain the expressions of elastic constants for a couple-stress continuum. The derived stress–strain relationship is compared with that of existing theories on strain- gradient models. The effects of inter-particle stiffness and particle size on material constants are discussed.
doi_str_mv 10.1016/S0020-7683(03)00328-7
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subjects Couple stress model
Cross-disciplinary physics: materials science
rheology
Exact sciences and technology
Fundamental areas of phenomenology (including applications)
Grain rotation
Granular material
Granular solids
Internal length
Material form
Physics
Rheology
Solid mechanics
Static elasticity
Static elasticity (thermoelasticity...)
Strain-gradient model
Stress–strain relationship
Structural and continuum mechanics
title Elastic constants for granular materials modeled as first-order strain-gradient continua
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