Macroscale behavior of granular media is characterized by the significant effects of
grain-pair interactions and the microstructure of each grain neighborhood. From a
continuum viewpoint, granular materials may be modeled as micromorphic media to
account for their complex grain-scale (microscale) kinematics. To this end we express
the grain displacement in terms of the neighboring grain displacements utilizing the
Taylor series expansion. The introduced gradients in the Taylor series are
identified in terms of the macroscale deformation measures introduced in
microstructural elasticity and micromorphic mechanics. As a result, a continuum
model of the granular media is derived enriched by nonclassical terms, including
terms that model grain displacement fluctuations and higher gradients of
displacements. In the derived model, the continuum stiffness tensors are obtained in
terms of grain-pair stiffness coefficients and fabric parameters defining the
geometry of grains and their contacts. To identify the elastic constants of
the enhanced continuum model, we perform numerical experiments on grain
assemblies using discrete simulations subjected to relevant boundary conditions.
The need for additional macroscale deformation measures for the continuum
modeling of granular materials becomes evident in this identification process.
The obtained elastic constants are then used to determine the microscale (or
grain-pair) stiffness coefficients applicable to the continuum model. These
grain-scale stiffness coefficients are found to be affected by the heterogeneity of
microstructure.
Keywords
granular micromechanics, micromorphic continuum,
micro-macro identification, discrete element
Civil, Environmental and
Architectural Engineering Department
University of Kansas
1530 W. 15th Street, Learned Hall
Lawrence, KS 66045-7609
United States
Civil, Environmental and
Architectural Engineering Department
University of Kansas
1530 W. 15th Street, Learned Hall
Lawrence, KS 66045-7609
United States