Table 3 Joint-free bridge link slab strains at beginning and end of fatigue cycles
From: Fatigue performance of ECC link slab incorporated full RC girder joint-free bridges
Strain | Concrete Tensile Strain (microstrain) | Concrete Compressive Strain (microstrain) | Rebar Strain (microstrain) |
|---|---|---|---|
At start of cycles | 336 | -338 | 523 |
At end of cycles | 303 | -532 | 3683 (>2000, yielded) |
Bandwidth (End - Start) | -33 | -194 | 3160 |