23
120
100
80
60
(a)
40
Bridge #1
Bridge #2
Bridge #3
20
Bridge #4
Bridge #5
0
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Deflection (mm)
120
100
80
60
(b)
40
Bridge #1
Bridge #2
Bridge #3
20
Bridge #4
Bridge #5
0
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
4.5
5.0
Deflection (mm)
Figure 10. Effects of temperature on the load-deflection response at location LV-2 for 10
million fatigue load cycles: (a) Low temperature; (b) High temperature
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