Research Article
Span Length Variance Effect on the Fatigue Life of FRP Bridge Deck
Table 2
Test specimen of the fatigue test.
| Span length (m) | Minimum load (kN) | Maximum load (kN) | Load range (kN) | Specimen number | Number of cycles |
| 2.5 | 26.5 | 291.5 | 265 (280%) | 1 | 550,000 | 18.7 | 205.7 | 187 (190%) | 1 | 2.0 million | 15.0 | 165.0 | 150 (160%) | 1 | Above 2.0 million |
| 2.0 | 40.0 | 440.0 | 400 (420%) | 1 | 50,000 | 35.0 | 385.0 | 350 (360%) | 1 | 170,000 | 27.0 | 297.0 | 270 (280%) | 1 | 500,000 | 24.0 | 264.0 | 240 (250%) | 1 | 2.0 million | 12.5 | 137.5 | 125 (130%) | 1 | Above 2.0 million |
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