Study on the numerical analysis for structural detail of timber frame ...
Study on the numerical analysis for structural detail of timber frame ...
Study on the numerical analysis for structural detail of timber frame ...
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Load-compressive strain relati<strong>on</strong> <strong>of</strong> test (R00T) is shown<br />
in <strong>the</strong> Figure 6, Figure 7.<br />
Load (kN)<br />
Figure 6: Load-compressive strain (1, 2, 3) relati<strong>on</strong><br />
(R00T)<br />
Load (kN)<br />
Figure 7: Load-compressive strain (4,5, 6) relati<strong>on</strong><br />
(R00T)<br />
Load (kN)<br />
Figure 8: Load-compressive strain (1, 2, 3) relati<strong>on</strong><br />
(R10T)<br />
Load (kN)<br />
40<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
40<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
40<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
1<br />
0 1000 2000 3000<br />
Compressive strain (μ)<br />
2<br />
3<br />
0 1000 2000 3000<br />
40<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
6<br />
4<br />
Compressive strain (μ)<br />
5<br />
-500 500 1500 2500<br />
6<br />
Compressive strain (μ)<br />
4<br />
3<br />
2<br />
5<br />
1<br />
0 1000 2000 3000<br />
Compressive strain (μ)<br />
Figure 9: Load-compressive strain (4, 5, 6) relati<strong>on</strong><br />
(R10T)<br />
Load-compressive strain relati<strong>on</strong> <strong>of</strong> test (R10T) is shown<br />
in <strong>the</strong> Figure 8, Figure 9.<br />
Load-tensile strain relati<strong>on</strong> <strong>of</strong> test (R00T) and (R10T) is<br />
shown in <strong>the</strong> Figure 10, Figure 11.<br />
Load (kN)<br />
Figure 10: Load-tensile strain (7, 8) relati<strong>on</strong> (R00T).<br />
Load (kN)<br />
40<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
-500 500 1500 2500<br />
40<br />
35<br />
30<br />
25<br />
20<br />
15<br />
10<br />
5<br />
0<br />
7<br />
8<br />
Tensile strain (μ)<br />
8<br />
7<br />
-500 500 1500 2500<br />
Tensile strain (μ)<br />
Figure 11: Load-tensile strain (7, 8) relati<strong>on</strong> (R10T).<br />
The strain <strong>of</strong> each part <strong>for</strong> change <strong>of</strong> <strong>the</strong> sinkage angle<br />
was shown from <strong>the</strong>se figures. For <strong>the</strong> reference, <strong>the</strong><br />
compressive strain inclined to <strong>the</strong> grain <strong>for</strong> R directi<strong>on</strong><br />
test are shown in Figure 12-Figure 14
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