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 |
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Format: | Artikel |
Sprache: | eng |
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