Crack Paths 2009
εx/εy=0
1
εx/εy=0.5
0.8
0.6
0.4
0.2
0
A
-0.2
0.02W
a)
b)
s/(2ρ/π)
0
0.5
1
Figure 2.a) Meshin the crack area. b) Normalised strain distribution along a crack
with a half-circular tip for uniaxial and biaxial loading, respectively.
R E S U L TASN DDISCUSSION
Several simulations are performed with different combinations of threshold values and
degrees of biaxiality. In most cases, crack growth during 2000 load cycles is followed
giving a final crack length of approximately 0.02W. The crack pattern and the growth
rate of the cracks branches are studied.
Crack paths
A selection of the resulting crack patterns from the simulations is shown in Table 1 for different combinations of threshold value, εth, and degree of biaxiality, x∞ y∞ ε ε / . Many
different patterns are obtained, both unbranched and branched. For high values of x∞ y∞ ε ε / crack branching seems to be promoted in most cases, and vice versa. This could
be expected since the strain distribution for larger stress biaxiality along the crack front
is less concentrated to the very tip than for a crack subjected to a dominating
perpendicular external load direction. Figure 2.b shows the normalised strain distribution along a crack with a half-circular tip for uniaxial ( x∞ y∞ ε ε / =0) and biaxial
x∞ y∞ ε ε / =0.5), respectively. The point A indicates where the circular part of the
loading (
crack surface changes into the straight, see also Fig. 1.a. With biaxial loading, the
strains do not decrease as much as for the uniaxially loaded crack, since the horisontal
load comtribute to the straining of the crack flanks significantly more than to the strain
at the very front of the crack. With the same threshold value as for the uniaxial case, a
larger part of the crack surface will dissolve, and toghether with the lower decline of
strains with biaxial load, thus, leading to broader and more blunt crack tip. This will in
turn make it more possible to reach a situation where the strain distribution shows two
maximaand branching may occur.
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