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Strona 2_redak - Instytut Agrofizyki im. Bohdana Dobrzańskiego ...

Strona 2_redak - Instytut Agrofizyki im. Bohdana Dobrzańskiego ...

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29<br />

A<br />

f BA f<br />

x 3<br />

X A X B C<br />

l C<br />

AB<br />

= f<br />

C<br />

B<br />

x 1<br />

x 2<br />

Fig. 3.9. Force and normal direction at contact point of grains<br />

In this approach every elementary contact point of the granules of the medium<br />

has an individual contribution to the expression f C i l C j /V. The mean value of the stress<br />

tensor σ<br />

ij<br />

, averaged for a highly numerous system of particles, is an adequate<br />

measure of the stress tensor σ ij in the sense of the mechanics of continuum.<br />

Determination of the stress tensor on the basis of the equation (3.5), however, requires<br />

the knowledge of the force vectors and the normal directions for all the granules of<br />

the material. An equivalent method for the determination of the mean stress tensor is<br />

based on the knowledge of the probability distribution of the microscopic variables<br />

instead of on the consideration of the force vectors and normal directions at the<br />

contact points of the particular granules. In such a case the macroscopic stress is<br />

determined from the integral expression [14]:<br />

(3.6)<br />

where:<br />

f i<br />

( θ ) – i-th component of average force at contact points oriented at angle θ,<br />

N 1 – number of contacts per unit of surface area,<br />

P(θ) – probability distribution.<br />

Another s<strong>im</strong>plification consists in considering only the average values of the<br />

C C<br />

product f l θ ) within identified domains of the granular material, comprising<br />

i<br />

j<br />

( g<br />

σ = N<br />

ij<br />

( θ) f ( θ) l θ,<br />

2π<br />

1∫<br />

P<br />

i jd<br />

0<br />

domains of granules with a certain s<strong>im</strong>ilarity of packing structure, instead of<br />

analyzing the full probability distribution of the macroscopic variables.<br />

Macroscopic stress is determined in a manner analogous to that in formula (3.6),<br />

on the basis of mean values of the variables considered for the whole domain<br />

[14]. The size of the domains is intermediate between the size of the granules and<br />

the size of the deposit of the material.

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