Issue 29
N.A. Nodargi et alii, Frattura ed Integrità Strutturale, 29 (2014) 111-127; DOI: 10.3221/IGF-ESIS.29.11
ˆ ˆ σ
g
ˆ σ
σ
(20)
arctan
p
g
ε
, which implicitly defines a function p ˆ σ ε
ˆ σ
0, 3
This is a scalar equation in the unknown theorem, its first derivative turns out to be:
. By applying Dini’s
2
g g g g g 2
ˆ σ
d
(21)
d
p
ε
where g and its derivatives are computed at p ˆ σ ε
p ε can be assumed to belong to
ˆ σ
3,
3
. Noting that
,
by (20) it follows that p ˆ cos σ ε
g
g
p
ˆ σ
, sin
(22)
ε
2 g g
2
2 g g
2
( D
p and its first and second derivatives with respect to p )
whence, recalling (18) and (21),
easily follow:
4
2 2
3 g g
g
g
g g
1 ,
2
p ε
p ε
p ε
D
D
D
,
(23)
2 g g
2
2 g g g
2
3 g g g
2 g g
2
and computed at p ˆ σ ε
where the derivatives on the right-hand sides of (23) are performed with respect to ˆ σ the gradient and the Hessian of p D ε are straightforwardly obtained from (16):
. Finally
D D
D
y y
p ε
D c
p
p
ε
ε
0
(24)
D
D
D
p p
D c
p
p
p
p
p
p
p
p
ε
ε
ε
ε
ε
ε
ε
ε
ε
0
Simple expressions for the gradient and the Hessian of p ε and p
are given in Appendix A. The same argument holds
if kinematic hardening is present. Deviatoric yield function, isotropic hardening The yield function is assumed to be ˆ ˆ ˆ ˆ ˆ i , , , f q g c σ σ σ σ σ whence the dissipation function follows: ˆ ˆ ˆ i ˆ ˆ y i p ˆ i , , , , sup q g c q D σ σ σ σ σ σ ε
y
q
(25)
i
0
ˆ σ
ˆ σ
p q
i
cos
(26)
i
p
p
ε
ε
ε
0
This implies:
p D q ε
p ε i ,
y
i
D
c
q
0,
sup
(27)
i
i
p
p
ε
ε
0
q
i
y 0
Accordingly, the dissipation function turns out to be:
p p p p D D ε ε
y
i if otherwise c c i if
i
p ε i , c
ε
0
p ε
D
D
(28)
y
p
ε
ε
0
115
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