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> Figure 12. Comparison of deflections at maximum load after 10 million cycles at location LV-2
Figure 11. LoadStrain curves for deck prototypes
Figure 13. Comparison of strains at maximum load after 10 million cycles at location SG-2
LR-03-21
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25
4.5
Low
Temp
4.0
High
Temp
3.5
3.0
2.5
2.0
1.5
1.0
0.5
0.0
Bridge
#1
Bridge
#2
Bridge
#3
Bridge
#4
Bridge
#5
Figure
12.
Comparison
of
deflections
at
maximum
load
after
10
million
cycles
at location
LV-2
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