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

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Displacement (mm)<br />

4<br />

3<br />

2<br />

1<br />

0<br />

8<br />

9<br />

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

Panel 1<br />

Panel 2<br />

0 50 100 150 200<br />

Load (kN)<br />

Displacement (mm)<br />

6<br />

4<br />

2<br />

0<br />

Panel 1<br />

Panel 2<br />

0 50 100 150<br />

Load (kN)<br />

Figure B.7: Load vs. out-<strong>of</strong>-plane displacement for the panels with H250 core <strong>and</strong> a debond<br />

diameter <strong>of</strong> (a) 100 mm, (b) 200 mm <strong>and</strong> (c) 300 mm.<br />

B.3 Out-<strong>of</strong>-plane Deflection <strong>of</strong> the Debonded Panels<br />

In this section DIC images <strong>of</strong> out-<strong>of</strong>-plane deflection <strong>of</strong> panels with PMI, H130 <strong>and</strong> H250 core<br />

are shown before <strong>and</strong> right after debond propagation.<br />

(a)<br />

Figure B.8: Out-<strong>of</strong>-plane deflection from DIC measurements <strong>of</strong> a panel with PMI core <strong>and</strong> a<br />

debond diameter <strong>of</strong> 100 mm, (a) prior to propagation <strong>and</strong> (b) after propagation.<br />

158<br />

(b)<br />

Displacement (mm)<br />

6<br />

3<br />

0<br />

Panel 1<br />

0 50 100 150<br />

Load (kN)

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