Skip to main content

Table 4 Fatigue testing results for the half-scale AASHTO type II girders.

From: Behavior of Laterally Damaged Prestressed Concrete Bridge Girders Repaired with CFRP Laminates Under Static and Fatigue Loading

Half-scale girder designations

Loading level ranges

Loading rates

Number of loading cycles completed

PS-11

10–35 kips (44.48–155.69 kN)

Started at 4 Hz then to 3 Hz after 2,000 cycles, then 2 Hz after 214,000 cycles

322,000

PS-12

10–35 kips (44.48–155.69 kN)

Started at 4 Hz then to 3 Hz after 6,000 cycles, then 2 Hz after 69,000 cycles

296,000

PS-13

10–35 kips (44.48–155.69 kN)

2 Hz

635,000