272
18 Theories of Plastic Yield
4. The loading criterion is defined by the condition dJ
2 > 0.
Based on two first pre-requisites, we can write as follows:
dε
ij = A ij kl dσ
kl , (dJ
2 > 0),
(18.17)
where the fourth-rank tensor A ij kl depends only on the stress deviator D σ .
Similarly to formula (18.1), we represent the full strain gain as a sum of gains of
its elastic and plastic parts
dε ij = dε
y
ij + de ij , (e ij = ε
p
ij ).
(18.18)
The gain of elastic strains is defined by Hooke’s law, and we assume as follows for
the gain of the plastic strain component:
de ij = C ij kl dσ
kl ,
(18.19)
where the tensor C ij kl depends on the stress deviator.
We can write as follows from the continuity condition in the case of neutral
loading:
C ij kl dσ
kl = 0, dJ
2 = 0.
(18.20)
The loading neutrality condition gives
dJ
2 = d(σ
kl σ
kl ) = 2σ
kl dσ
kl = 0.
(18.21)
Simultaneous zeroing of two lines relative to dσ
kl having forms (18.20) and
(18.21) makes us assume that
C ij kl = G ij σ
kl ,
and represent the plasticity law as
de ij =
⎧
⎨
⎩
G ij σ
kl dσ
kl ≡
1
2
G ij dJ
2 , dJ
2 > 0;
0,
d J
2 0.
(18.22)
The tensor analysis shows [1] that the most general form of tensor G ij contained in
the law (18.22) will be
G ij = G ij [(σ
ij )] = P (J
2 , J
2
3 ) + Q(J
2 , J
2
3 )J
3 t ij .
(18.23)
The law (18.22)–(18.23) expresses the Handelman–Lin–Prager yield theory. If
we assume that the third invariant of the stress deviator poorly affects the ratios of
18 Theories of Plastic Yield
4. The loading criterion is defined by the condition dJ
2 > 0.
Based on two first pre-requisites, we can write as follows:
dε
ij = A ij kl dσ
kl , (dJ
2 > 0),
(18.17)
where the fourth-rank tensor A ij kl depends only on the stress deviator D σ .
Similarly to formula (18.1), we represent the full strain gain as a sum of gains of
its elastic and plastic parts
dε ij = dε
y
ij + de ij , (e ij = ε
p
ij ).
(18.18)
The gain of elastic strains is defined by Hooke’s law, and we assume as follows for
the gain of the plastic strain component:
de ij = C ij kl dσ
kl ,
(18.19)
where the tensor C ij kl depends on the stress deviator.
We can write as follows from the continuity condition in the case of neutral
loading:
C ij kl dσ
kl = 0, dJ
2 = 0.
(18.20)
The loading neutrality condition gives
dJ
2 = d(σ
kl σ
kl ) = 2σ
kl dσ
kl = 0.
(18.21)
Simultaneous zeroing of two lines relative to dσ
kl having forms (18.20) and
(18.21) makes us assume that
C ij kl = G ij σ
kl ,
and represent the plasticity law as
de ij =
⎧
⎨
⎩
G ij σ
kl dσ
kl ≡
1
2
G ij dJ
2 , dJ
2 > 0;
0,
d J
2 0.
(18.22)
The tensor analysis shows [1] that the most general form of tensor G ij contained in
the law (18.22) will be
G ij = G ij [(σ
ij )] = P (J
2 , J
2
3 ) + Q(J
2 , J
2
3 )J
3 t ij .
(18.23)
The law (18.22)–(18.23) expresses the Handelman–Lin–Prager yield theory. If
we assume that the third invariant of the stress deviator poorly affects the ratios of
