J. Du et Mb. Dusseault, A GENERALIZED D-MATRIX FOR ANISOTROPIC ELASTIC GRANULAR MEDIA, International journal for numerical and analytical methods in geomechanics, 18(2), 1994, pp. 107-120
A matrix relating stress and elastic strain tensors for anisotropic pa
rticulate materials has been derived. The magnitude of the matrix depe
nds on the state of the material anisotropy. Anisotropy in granular ma
terials depends on strain because normal and tangential particle conta
ct forces, as well as the spatial distribution of the contacts, vary w
ith stress and strain. However, the rotation tensor and the strain ten
sor cannot be independent; they must satisfy certain constraints to me
et the requirement for macroscopic stress tensor symmetry. These condi
tions and constraints lead to the derivation of the matrix presented i
n this article. The principal directions of the stress tensor and stra
in tensor are generally not coincident, and the values of deformation
parameters, Young's modulus and Poisson's ratio, are direction depende
nt; these two aspects are also discussed in this paper. Whereas this m
atrix can be used in static numerical analyses for elastic problems, w
e note that this relationship can also be used as a basis upon which t
o derive a fully incremental stress-strain relationship for anisotropi
c granular materials in the plastic state, where the anisotropy is evo
lving with strain.