Connecting discrete particle mechanics to continuum granular micromechanics: Anisotropic continuum properties under compaction
Payam Poorsolhjouy, Marcial Gonzalez

TL;DR
This paper develops a mechanistic link between microscopic particle interactions and macroscopic anisotropic properties in granular materials under compaction, using the Granular Micromechanics Approach (GMA) to predict stiffness evolution.
Contribution
It introduces a systematic method to connect particle-scale behavior with continuum properties, including new directional distribution functions and a parameter fitting approach.
Findings
GMA effectively captures anisotropic microstructure evolution during loading.
The proposed directional distribution functions accurately model particle interactions.
Optimal GMA parameters minimize errors in stiffness tensor predictions.
Abstract
A systematic and mechanistic connection between granular materials' macroscopic and grain level behaviors is developed for monodisperse systems of spherical elastic particles under die compaction. The Granular Micromechanics Approach (GMA) with static assumption is used to derive the stiffness tensor of transversely isotropic materials, from the average behavior of particle-particle interactions in all different directions at the microscale. Two particle-scale directional density distribution functions, namely the directional distribution of a combined mechano-geometrical property and the directional distribution of a purely geometrical property, are proposed and parametrized by five independent parameters. Five independent components of the symmetrized tangent stiffness tensor are also determined from discrete particle mechanics (PMA) calculations of nine perturbations around points of…
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