PSI - Issue 68
Chahboub Yassine et al. / Procedia Structural Integrity 68 (2025) 310–317 CHAHBOUB YASSINE/ Structural Integrity Procedia 00 (2025) 000–000
312
3
The voids growth rate is the sum of existing voids growth fg and the new voids nucleation fn, and the following equation presents it:
#
# # = +
(5)
! "
Where the components are further formulated as follows:
!"
!" #
# $
$ %& !
= " !" & ! = A
(6)
%
(7) (8)
#
#
$ ) /
% * ,
!" ! ! A %
&
' &
!"# $%& ('
'
=
#
+ -
(
&
(
"
.
%
#
!" #$ !
In which the volume plastic strain rate, S N is the voids nucleation mean quantity, fn is the volume ratio of the second phase particles (responsible for the voids nucleation), and Ꜫ N is the mean strain at the time of voids nucleation. So eight parameters have to be defined:
! " # $ % % % % % % % & ! " # $ $ % % # # # # & ! ! " =
The values of q 1 and q 2 are almost constant based on several studies related to the determination of GTN parameters for different parameters, as shown the below table1. q 1 =1, q 2 =1.5.
Table 1: Initial values of GTN parameters References q 1 q 2
E N
S N
f 0
f c
f n
f f
Material
Bauvineau et al.(1996)(48)
1.5
1
-
-
0.002
0.004
-
-
CMn Steel
Decamp
et
1.5
1
-
-
0.0023
0.004
-
0.225
CMn Steel
al.(1997)(49)
Schmitt
et
1.5
1
0.3
0.1
0
0.06
0.002
0.212
Ferritic base Steel CMn Steel
al.(1997)(50) Skallerud and Zhang .(1997)(51)
1.25
1
0.3
0.1
0.0003
0.026
0.006
0.15
2. Experiments and Simulations 2.1. GTN parameters prediction using the direct method.
The numerical simulation of the four-point bending test on pipes with through-wall fracture defect in Figure 1 was performed. One large-scale experiment FP1a was carried out on mock-ups made of ferritic pipes in the EDF four-point bending test facility, developed during the former STYLE project; see Moinereau et al. (2014). The GTN model was only applied in the localized region as seen from Figure 2(b). The dimensions of mock-up FP1 are given in the article by Moinereau et al. 2014.
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