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Rasmus ÿstergaard forside 100%.indd - Solid Mechanics

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Interface crack in sandwich specimen 309<br />

Table 7 The phase angle ω (in degrees) computed with different values of the mismatch parameters and β for a specimen with<br />

thickness ratio η = 6<br />

β : 0.5 0.1 0.05 0.01 0.005 0.001<br />

α: −1/3 −1/2<br />

−0.4 49.7 54.7 63.5 65.7 66.6<br />

−0.3 42.4 45.1 53.7 58.3 65.8 67.4 67.0<br />

−0.2 46.9 49.5 57.5 61.6 68.0 69.1 67.4<br />

−0.1 51.2 53.7 61.2 64.9 70.1 70.6 67.6<br />

0.0 55.5 57.7 64.7 68.1 72.2 72.1 67.4<br />

Table 8 The phase angle ω (in degrees) computed with different values of the mismatch parameters and β for a specimen with<br />

thickness ratio η = 8<br />

β : 0.5 0.1 0.05 0.01 0.005 0.001<br />

α: −1/3 −1/2<br />

−0.4 49.9 55.1 64.7 67.5 70.3<br />

−0.3 42.4 45.2 53.9 58.7 67.1 69.4 70.8<br />

−0.2 47.0 49.5 57.8 62.1 69.5 71.2 71.3<br />

−0.1 51.3 53.8 61.5 65.4 71.7 72.9 71.7<br />

0 55.6 57.9 65.1 68.7 73.9 74.5 71.9<br />

Table 9 The phase angle ω (in degrees) computed with different values of the mismatch parameters and β for a specimen with<br />

thickness ratio η = 10<br />

β : 0.5 0.1 0.05 0.01 0.005 0.001<br />

α: −1/3 −1/2<br />

−0.4 50.0 55.3 65.4 68.5 72.6<br />

−0.3 42.4 45.2 54.0 58.9 67.9 70.5 73.2<br />

−0.2 47.0 49.6 57.9 62.4 70.3 72.3 73.8<br />

−0.1 51.3 53.8 61.6 65.7 72.6 74.2 74.3<br />

0 55.6 57.9 65.3 69.0 74.8 75.9 74.8<br />

cant, except for small . However, for large , the<br />

effect of β on ω is complex, see Tables 2–9.<br />

4.4 Lengths of sandwich specimens<br />

As mentioned, the analytical expression for the energy<br />

release rate (16) is derived by evaluating the J-integral<br />

along the exterior boundaries of the specimen using the<br />

stress field corresponding to loading by moments and<br />

axial forces. However, this distribution of the stresses<br />

is only true when the stress field from the crack tip is<br />

far from the ends of the specimen. For short specimens,<br />

the crack tip stress field reaches the boundaries along<br />

which the J-integral is evaluated. Since this is not taken<br />

into account in the analytical result (16), the analytical<br />

G will deviate from the true J-integral value. For<br />

material combinations with small elastic mismatch this<br />

problem is not very pronounced since the stress field<br />

at the crack tip is confined to a small region around the<br />

crack tip. For materials with larger elastic mismatch,<br />

the extension of this zone is significantly larger. Figure<br />

7 shows how the material mismatch parameter <br />

affects the stress field. From the figure it is clear that<br />

the stress field elongates, in particular towards the uncracked<br />

end of the specimen, as the elastic mismatch<br />

between core and face sheet becomes larger.<br />

Consequently, when choosing the dimensions for a<br />

test specimen, it is crucial that the specimen is sufficiently<br />

long, so that the stresses along the ends of the<br />

sandwich are unaffected by the stresses from the crack<br />

tip, so that the results in Sects. 3 and 4 apply. For<br />

this purpose we have established a novel method that<br />

estimates the maximum deviation between the analytical<br />

energy release rate (16) (here denoted Gana) and<br />

the true energy release rate Gtrue. We calculate Gtrue<br />

123

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