PSI - Issue 68
3
Ivan Shatskyi et al. / Procedia Structural Integrity 68 (2025) 9–15 I. Shatskyi et al. / Structural Integrity Procedia 00 (2025) 000–000
11
b)
c)
a)
h
h
l 2
l 0
l 0
l 0
p
p
Fig. 2. Scheme of crack healing near the edge of the half-plane. As a result of the healing of the crack near the top, instead of the starting configuration (Fig. 1a), we get a new configuration (Fig. 1b). By assumption, the elastic properties of the materials of the filler and the main body do not differ from each other, so we take a half-plane with a shortened surface crack in length as the calculated model of the healed defective body (Fig. 1c). The length of the treated area is , so the degree of crack filling is the parameter . Let's find the limit loads for the configurations shown in Fig. 1a and Fig. 1c using known expressions for the stress intensity factors in a half-plane with an edge section (Isida, 1966; Savruk and Datsyshin, 1974; Atkinson, 1975; Atkinson and Javaherian, 1980; Savruk, 1981). In the initial configuration . Following the Griffiths criterion: , we obtain the ultimate load for a half-plane with an edge crack: ! ! ! ! ! %$#"! ! & $ $ " ! = ! ! ! # ! " "%"#"$ " ! # ! = ! ! " " # ! = = " # " ! $
!
!
#
#
"%"#"$ "
"%"#"$ "
"
"
!
"
(1)
%
.
#
$
=
=
#
! !
! !
!
!
Here
is the Young's modulus of the material.
!
!$!"!# ! =
#
" ! !
For a shortened crack
and accordingly
%
%
"$"!"# "
"$"!"# "
!
#
"
"
%
"
&
#
(2)
.
.
$
=
=
#
! !
! !
We define the desired healing efficiency for a single crack as the ratio of limit loads (2) and (1):
= = % % % ! ! "
"
#! " $ # "
(3)
.
.
!
$
!
!
As a result of the healing of the defect near the edge of the half-plane to the depth , instead of the starting configuration (Fig. 2a), we get a different configuration (Fig. 2b). In this case, we take a half-plane with an internal crack of length , located on the segment , as the calculation model (Fig. 2c). The following relations are obvious: , . The location of the internal crack relative to the edge of the half-plane will be characterized by a dimensionless parameter, which is the ratio of the half-length of the section to the depth of its center: . ! ! # " ! $ " ! " " ! ! = ! " %$#"! $ ! = " ! " %$#"! ! = = $
" "
+ " ! !
# #
+ "
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