Abstract
In this paper we introduce the branch tensor as an internal variable able to account for the structural anisotropy of a granular sample. The distribution of averaged contact forces is assumed to depend not only on the macroscopic stress and the local orientation, but also on the value of the fabric tensor. In contrast to previous work, including the fabric tensor has the crucial advantage that accounts for all relative positions between interacting particles, through the average value of the branch tensor. Based on a classical representation result, we propose an identification procedure that uses information obtained from both isotropic and anisotropic configurations.
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Notes
In this sum external forces should also be accounted for.
We use aspect ratio to denote maxϕ (diam(ϕ)/diam(ϕ + π/2)) where diam(ϕ) means the diameter of the particle in the ϕ-direction.
We provide in the appendix the main details of this result.
This dispersion is given on the basis of the diameter of the smallest disk containing a particle.
For the rest of the paper, we shall use the classical convention in solid mechanics: a compression stress is negative.
In the continuum limit d is dependent of θ but the first term of its Fourier series is what we denote here \(\overline{d}.\)
Actually, Fig. 4 exhibits R35 to be the most anisotropic configuration; this configuration will nevertheless not be used in the following because it is the only configuration that corresponds to the dilatancy phase of the material behavior.
References
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Acknowledgments
We kindly acknowledge detailed numerical results for biaxial tests, provided to us by Cécile Nouguier and previously published in [11].
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Appendix. Technical details of the result in (12)
Appendix. Technical details of the result in (12)
This result is obtained in three steps using a classical representation result for isotropic functions due to Wang [15].
1.1 (a) General form for f
Using the general result in [15] we find that the general form of an isotropic function is a linear combination of vector-valued invariants below
with coefficients depending on the following combinations
By inspection in (36) only the first line contains terms at most linear in \({\varvec{\Upsigma}}\) and H. Moreover, products between scalar-valued and vector-valued invariants lead to a general form for f as
where a i ∈ \(\mathbb{R}\) and the list of vector-valued invariants f i is given by:
1.2 (b) Restrictions due to consistency relation
In (37) the a i are restricted by the consistency condition (8); identification for symmetric part gives
and identification of the skew-symmetric part leads to
We shall denote by g i the factors in f of a i . Relations (39) and (40) reduce the number of coefficients a i to nine, for i ∈ I = {2,3,4,6,7,8,10,11,14}.
1.3 (c) Linear independence of remaining invariants
Using g i we are lead to
The following results are straightforward
-
If
$$ a_2{\user2{g}}_2+a_3{\user2{g}}_3+ a_4{\user2{g}}_4+a_6{\user2{g}}_6+a_7{\user2{g}}_7+a_{10}{\user2{g}} _{10}={\user2{0}} $$for any \({\varvec{\Upsigma}}\) and any H then a 2 = a 3 = a 4 = a 6 = a 7 = a 10 = 0.
-
We have for any \({\varvec{\Upsigma}}\) and H:
$$ -{\user2{g}}_3+{\user2{g}}_4+{\user2{g}}_6+{\user2{g}}_8= {\user2{0}},\quad {\user2{g}}_{\user2{4}}={\user2{g}}_{11},\quad {\user2{g}}_6={\user2{g}}_{14}. $$ -
One can easily check that
$$ {\user2{I}}_2:={\user2{g}}_2=2{\varvec{\Upsigma}}{\user2{n}}+ (\hbox{tr}{\varvec{\Upsigma}}){\user2{n}}- 4({\user2{n}}\cdot({\varvec{\Upsigma}}{\user2{n}})){\user2{n}}, $$and
$$ {\user2{g}}_{10}= 2{\user2{H}}{\user2{n}}+(\hbox{tr}{\user2{H}}){\user2{n}}- 4({\user2{n}}\cdot({\user2{H}}{\user2{n}})){\user2{n}}, $$while the four remaining invariants can be combined to give
$$ \begin{aligned} {\user2{I}}_3&:={\user2{g}}_3-4{\user2{g}}_4,\quad {\user2{I}}_4:={\user2{g}}_3- 4{\user2{g}}_6, \\ {\user2{I}}_5&:={\user2{g}}_3-8{\user2{g}}_7,\quad {\user2{I}}_6:={\user2{g}}_3-16{\user2{g}}_7, \end{aligned} $$
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Magoariec, H., Danescu, A. & Cambou, B. Nonlocal orientational distribution of contact forces in granular samples containing elongated particles. Acta Geotech. 3, 49–60 (2008). https://doi.org/10.1007/s11440-007-0050-z
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DOI: https://doi.org/10.1007/s11440-007-0050-z