228 5 General Aspects of HTSC Modeling
considered materials the non-associated flow rules. The function of plastic po-
tential, g, used to study plasticity of granular media, coincides nearly with the
yielding function, f, applied to separate plastic and elastic states. Difference
between these functions consists in that the internal friction angle, Φ,inthe
equation for f is replaced by the dilatancy angle, Ψ,inrelationtog.Thus,
in order to state a validity of the associated or non-associated flow rules for
HTSC powder compaction, it is necessary to define the dilatancy angle, Ψ,
from (5.10) and to compare its value with the friction angle, Φ.
After a pick value in the “stress–strain” curve (see Fig. 5.4a) is reached in
the softening regime (III), there is unstable behavior of material, in particular
caused by thin shear bands, which separate the specimen in two more or less
rigid bodies. For such macroscopic non-uniform deformations, connected with
bulging of specimen in triaxial compression test, the strain increment is not
measured correctly. At the same time, the strain rate ratio is not so strongly
affected by the localization into a shear band. The axial strain–volumetric
strain curve of Fig. 5.4c is much more informative, but the dilatancy angle Ψ
can be measured with acceptable accuracy.
Violation of the normality law, caused by actual resistance to deforma-
tion, comes from two sources: (ii) the dilatation of the bulk material during
shear enhances the yield stress under conditions of compression – due to this
it is necessary to do a work against the applied pressure and (ii) the fric-
tional dissipation of energy at the contact patches between the granules also
enhances the yield stress under applied loading. Below, we will not take into
account the work executed during material hardening and softening and also
the localization processes at definition of yield surface. Then, assuming that
the material is the strain rate independent of small deformation, the strain
rate is split up into elastic and plastic components. Each of these strain rates
can be also split up into volumetric, ˙e, and deviatoric,
˙
d
ij
, components. Con-
sider a typical dilatancy rule for rigid particles caused by the material volume
expansion at granule rearrangement [136, 137]:
˙e
p
= ν(
˙
d
p
ij
˙
d
p
ij
)
1/2
, (5.11)
where the constant of proportionality, ν, is a generalization of the dilatancy
angle, Ψ. For granules of finite strength, some deformation occurs at the con-
tact patches, so some of this expansion can be alleviated. Hence, it may be
assumed that energy is dissipated during this damage at the rate:
˙
D
1
= l[ν(
˙
d
p
ij
˙
d
p
ij
)
1/2
− ˙e
p
] , (5.12)
where parameter l is proportional to the strength of the granules and the size
of the contact patches between granules. Then, the deformation of granular
material caused by the granules rolling and sliding defines the energy dissi-
pated due to friction at the contact patches. The rate of this energy can be
approximated by
˙
D
2
= −μσ(
˙
d
p
ij
˙
d
p
ij
)
1/2
, (5.13)