Strona 2_redak - Instytut Agrofizyki im. Bohdana DobrzaÅskiego ...
Strona 2_redak - Instytut Agrofizyki im. Bohdana DobrzaÅskiego ...
Strona 2_redak - Instytut Agrofizyki im. Bohdana DobrzaÅskiego ...
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16<br />
In turn, the model of Lade, also applied by Zhang et al. [175] for the description<br />
of wheat grain during loading, assumes that the plastic strain increment dε p ij is the<br />
sum of two independent components: the plastic strain increment related with the<br />
compaction of the material dε c ij and the plastic strain increment related with the<br />
dilation of the material dε d ij:<br />
dε = dε + dε<br />
p<br />
ij<br />
c<br />
ij<br />
(2.19)<br />
The division of the plastic strain increment into two independent components entails<br />
the necessity of adopting also two independent yield functions and two flow rules.<br />
For the description of the behaviour of wheat Zhang et al. [175] adopted the<br />
following yield functions F c and F d , and plastic potentials G c and G d :<br />
d<br />
ij<br />
.<br />
F<br />
c<br />
= I<br />
2<br />
1<br />
+ 2⋅<br />
I<br />
2<br />
− P ⋅(<br />
W<br />
a<br />
c<br />
/ C ⋅ P )<br />
a<br />
1<br />
q<br />
,<br />
(2.20)<br />
F<br />
d<br />
= ( I<br />
3<br />
1<br />
/ I<br />
3<br />
− 27) ⋅(<br />
I / P )<br />
1<br />
a<br />
m<br />
− ae<br />
d<br />
−bW<br />
⋅(<br />
W<br />
d<br />
/ P )<br />
a<br />
1<br />
q<br />
,<br />
(2.21)<br />
G c<br />
2<br />
= I 1<br />
+ 2 ⋅ I 2<br />
,<br />
(2.22)<br />
3<br />
m<br />
G<br />
(2.23)<br />
d<br />
= I1 − ( 27 + η ⋅(<br />
Pa<br />
/ I1)<br />
) ⋅ I3,<br />
where:<br />
a, b, c, m, q, η – material constants,<br />
I 1 , I 2 , I 3 – first, second and third invariant of stress tensor,<br />
P a – atmospheric pressure,<br />
W c , W d – collapse and expansive plastic work.<br />
The yield functions F c , responsible for irreversible compaction of material,<br />
represents in the space of principal stresses a concave surface with axis of<br />
symmetry lined with the axis of isotropic stresses. This condition confirms the<br />
known rule that a granular material compacts the easiest under the isotropic stress.<br />
In the plastic potential G d , responsible for material expansion, the material<br />
constant η represents the slope of the plastic potential surface, and the exponent m<br />
represents the curvature of the meridian of the surface.<br />
Figure 2.3 presents examples of the application of the models of Ghaboussi<br />
and Momen and of Lade for the approx<strong>im</strong>ation of the exper<strong>im</strong>ental stress-strain<br />
relations obtained during tests of monotonic loading of wheat grain samples in triaxial<br />
compression apparatus. The presented comparison shows that the model of Lade more<br />
accurately approx<strong>im</strong>ates the course of the stress-strain relation during monotonic