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Residual Strength and Fatigue Lifetime of ... - Solid Mechanics

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Figure 3.19 shows the determined energy release rate vs. load curves for the panels with 100,<br />

200 <strong>and</strong> 300 mm diameter. The fracture toughness values shown in Figure 3.19 were determined<br />

from the MMB tests at a -20 phase angle, which is close to the numerically determined phase<br />

angle at the experimental debond propagation load, described previously. It appears that the<br />

energy release rate increases significantly at a load level which can be associated with the<br />

buckling <strong>of</strong> the debond. The horizontal line in the diagrams shows the average fracture toughness<br />

<strong>of</strong> the interface <strong>of</strong> the panels for the determined phase angle. The point where the fracture<br />

toughness line <strong>and</strong> energy release rate curve intersect eachother indicates the debond propagation<br />

load.<br />

(a) (b) (c)<br />

3.19: Energy release rate vs. load for panels with (a) PMI (b) H130 <strong>and</strong> (c) H250 core.<br />

Numerically predicted <strong>and</strong> experimentally determined propagation loads for the debonded panels<br />

are listed in Table 3.7. Due to large scatter in the measured interface fracture toughnesses, the<br />

crack propagation load was determined for a maximum, average <strong>and</strong> minimum measured<br />

fracture toughness level. It is seen that based on the average <strong>of</strong> the measured fracture<br />

toughnesses level, the FEA predictions are 7-46% higher than the experimental ones. For the<br />

minimum fracture toughness the deviation is between 3-33% <strong>and</strong> for the maximum 14-65%. This<br />

deviation may be partly due to differing crack tip details <strong>and</strong> crack growth mechanisms between<br />

the panels <strong>and</strong> the MMB specimens. The distortions in the debond crack tip are due to<br />

mechanical releasing <strong>of</strong> the debonds, making the debonds not perfectly circular, as well as some<br />

partial adhesions in the debonded area in the experiments as mentioned earlier, which are not<br />

taken into account in the finite element modelling. A further cause <strong>of</strong> inaccuracy in the<br />

predictions could be different debond growth mechanisms between the panels <strong>and</strong> the MMB<br />

fracture toughness characterisation tests. To investigate this issue some <strong>of</strong> the tested panels were<br />

cut, <strong>and</strong> debond propagation paths in the 0 debond front location where the debond starts to<br />

propagate were compared with the MMB specimens tested under mode I dominated loading.<br />

Figure 3.20 shows debond propagation paths in the panels <strong>and</strong> the MMB specimens. In the<br />

panels <strong>and</strong> the MMB specimens with H130 <strong>and</strong> PMI cores the debond kinks into the core <strong>and</strong><br />

propagates beneath the face/core interface. However, in the panels <strong>and</strong> the MMB specimens with<br />

H250 core the debond propagates directly in the interface, which can be explained by the higher<br />

56

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