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

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Out-<strong>of</strong>-plane displacement (mm)<br />

3<br />

2<br />

1<br />

0<br />

3<br />

3<br />

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

Column1<br />

Column2<br />

0 4 8<br />

Load (kN)<br />

12 16<br />

Out-<strong>of</strong>-plane displacement (mm)<br />

Figure A.4: Load vs. out-<strong>of</strong>-plane displacement for the H100 columns with a debond length <strong>of</strong><br />

(a) 25.4 mm, (b) 38.1 mm <strong>and</strong> (c) 50.8 mm.<br />

A.3 Debonded Columns with H200 Core<br />

2<br />

1<br />

0<br />

Column1<br />

Column2<br />

Column3<br />

0 3 6 9 12<br />

Load (kN)<br />

In this section the axial displacement vs. load <strong>and</strong> load vs. out-<strong>of</strong>-plane displacement curves <strong>of</strong><br />

the columns with H200 core are presented. The out-<strong>of</strong>-plane deflection refers to the centre <strong>of</strong> the<br />

debond.<br />

Load (kN)<br />

10<br />

8<br />

6<br />

4<br />

2<br />

0<br />

16<br />

10<br />

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

Column 1<br />

Column 2<br />

Column 3<br />

0 0.2 0.4 0.6 0.8 1<br />

Axial Displacement (mm)<br />

Load (kN)<br />

12<br />

8<br />

4<br />

0<br />

Figure A.5: Axial displacement vs. load for the H200 columns with a debond length <strong>of</strong> (a) 25.4<br />

mm, (b) 38.1 mm <strong>and</strong> (c) 50.8 mm.<br />

147<br />

Column 1<br />

Column 2<br />

Column 3<br />

0 0.4 0.8 1.2 1.6<br />

Axial Displacement (mm)<br />

Out-<strong>of</strong>-plane displacement (mm)<br />

Load (kN)<br />

2<br />

1<br />

0<br />

8<br />

6<br />

4<br />

2<br />

0<br />

Column1<br />

Column2<br />

Column3<br />

0 3 6 9<br />

Load (kN)<br />

Column 1<br />

Column 2<br />

Column 3<br />

0 0.2 0.4 0.6 0.8 1<br />

Axial Displacement (mm)

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