Issue 29
N.A. Nodargi et alii, Frattura ed Integrità Strutturale, 29 (2014) 111-127; DOI: 10.3221/IGF-ESIS.29.11
whence it follows that p k α ε
(11)
and
ˆ σ ε
p ε i ,
p q
i
D
i ˆ , ˆ , sup q q σ σ
(12)
i
f
0
i
With the assumption that the yield function is isotropic, it can be represented, with a slight abuse of notation, as ˆ ˆ ˆ i , , , f q σ σ σ , where ˆ σ , ˆ 0 σ , ˆ 0, 3 σ are the Haigh-Westergaard coordinates of ˆ σ (see Appendix A). Since the maximum of the scalar product of two symmetric tensors is attained when they are coaxial (see, e.g., [34]), in (12) it is possible to assume that ˆ σ is coaxial with p ε and to express their scalar product making use of the Haigh-Westergaard representation. Accordingly, the dissipation function is given by p p p ˆ ˆ ˆ i ˆ ˆ ˆ i p ˆ ˆ ˆ i i i , , , , , , 0 , sup cos( ) q f q D q σ σ σ σ σ σ σ σ σ ε ε ε ε (13)
,
,
p ε .
0,
3
where
are the Haigh-Westergaard coordinates of
0
p
p
p
ε
ε
ε
Deviatoric yield function, perfect plasticity or kinematic hardening The yield function is assumed to be of the form 0 ˆ ˆ ˆ ˆ ˆ y , , f g c σ σ σ σ σ
(14)
0 g g . The latter condition y and c are positive constants;
2 C , positive, even, periodic function with period 2 3 , such that
where g is a
ˆ σ
ˆ g σ
are convex. Moreover,
guarantees that curves of polar equation
const
0
y can be interpreted as the initial yield limit in tension if 0 1 g , or in compression if
c
: in that case,
usually,
2 3
0
3 1 g
. According to (14), the dissipation function is given by p p p ˆ ˆ ˆ ˆ ˆ y 0 p ˆ ˆ ˆ , , sup cos g c D σ σ σ σ σ σ σ σ ε ε ε ε
(15)
This implies:
p ε
p 0, D c ε
D
(16)
y
p
p
ε
ε
0
where
p ε
D
ˆ ˆ ˆ { , } 1 sup cos g σ σ σ σ σ ˆ ˆ
ˆ σ
(17)
p
ε
or, equivalently, p D ε
cos
p ˆ ˆ σ ε σ
ˆ sup σ
(18)
g
It is worth noting that D is the support function of the convex set of polar coordinates , the supremum is attained on the boundary of that set, a simple computation yields p p ˆ ˆ ˆ ˆ sin cos 0 g g σ σ σ σ ε ε ˆ σ σ ˆ
ˆ σ
ˆ σ
g
:
1
. Because
(19)
which can be recast as:
114
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