Research Article

Behavior of Strengthened Composite Prestressed Concrete Girders under Static and Repeated Loading

Table 6

Summary of test results for girders G2 and P2.

Test resultsGirder G2G2/G1, %Girder P2P2/P1, %P2/G2, %

Mcr, kN·m1096101125598.4114.5
Δcr, mm3210044104.8137.5
My, kN·m163996.6210498.6128.4
Δy, mm113117.7136147.8120.4
Mu, kN·m183493.1212891.5116.0
Δu, mm16387.615392.793.9
Residual deflection, mm119129.391116.776.6
Ductility index, Δuy1.4474.21.1363.178.5
Δ at service load level (70% of ultimate load), mm#651806119193.8

Total absolute measured downward net deflection, #net deflection after subtracting camber value.