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Advances in Bridge Engineering

Table 3 Maximum fatigue damage factors in 1 hour over the bridge deck (unit: -)

From: A hybrid approach for fatigue assessment of reinforced concrete bridge deck considering realistic bridge-traffic interaction

Road roughness

Heavy truck proportion

Poor

Average

Good

Very good

None

3.0308E-12

1.2259E-12

6.4236E-13

5.2996E-13

20%

4.6915E-04

3.7638E-06

2.2570E-08

5.7887E-10

40%

5.4563E-04

4.0905E-06

2.2393E-08

4.0580E-10

60%

7.5356E-04

8.9490E-07

2.1399E-08

8.8256E-10

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