Table 2 Deflections of joint-free bridge at the start and end of fatigue cycles
From: Fatigue performance of ECC link slab incorporated full RC girder joint-free bridges
Deflection | Girder | Link Slab |
|---|---|---|
Start of cycles (mm) | -4.00 | 0.23 |
End of cycles (mm) | -4.66 | 0.33 |
Change in deflection (%) | 17 | 42 |