Issue 48
O. Plekhov et alii, Frattura ed Integrità Strutturale, 48 (2019) 451-458; DOI: 10.3221/IGF-ESIS.48.43
n
e
GA B
where – elastic limit. The energy of plastic deformation in representative volume near the crack tip can be estimated as follows 0 , , A n – material constants, 0 0 , , oct e e
n n e oct e An
1
3 2
3
(3)
U
d
.
p
oct
oct
2 1 n
e
0
The energy increment caused by crack advance under monotonic loading can be written as
n
0 e
d
3 2
n
dU An
e
(4)
dl
,
p
dl
where l - crack length.
1 2
1 2
r f
el
Kf
p e
(here K – stress intensity factor, r p
– estimation for plastic zone size, r,
oct
e
Using definition
e
r
e
r
3
– polar coordinates, f e
– function of polar coordinate , we can rewrite Eqn. (4) as
n
0 e
d d
3 2
n
dU An
e
(5)
dl
.
p
d dl
where
r
df
d
1
p
e
cos .
e f C
f
sin
(6)
e
dl
r
d
p e r f r
2
To analyse plastic deformation at the crack tip under cyclic loading we need to divide energy dissipation in cyclic and monotonic plastic zones at the crack tip
tot p U U U cyc p p
mon
(7)
.
The energy of representative volume at cyclic zone can be estimated as 3 2 cyc p ec pc U ,
(8)
1 1 s G G
– characteristic size of the yield surface,
, oct c
– amplitude of plastic deformation under
where ec
pc
ec
an assumption of the validity of Ramberg-Osgood relationship ship, , oct c – stress change in the representative volume. The full energy of cyclic plastic zone can be calculated as a double integral over the region (S) bounded on the outside of the monotonic plastic deformation zone and inside of the fracture zone
2 0 3 1 1 2 2 ec s S G G
, oct c
cyc p
(9)
U
rdrd
1
ec
, p c e r r f , for cyclic-fracture zone boundary –
The simple approximation of plastic zone boundary can be given by
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