Table 5 Test results.
From: Structural Behavior of Spliced Post-Tensioned Girders with Precast Box Segments
Specimen | Pmax (kN) | δ (mm) | Δmax/Δyield |
|---|---|---|---|
MG | 879.6 | 30.86 | 2.19 |
SGSP | 760.1 | 22.5 | 3.52 |
SGP | 646.7 | 30.15 | 2.91 |
SGSS | 581.6 | 18 | 2.06 |
SGS | 380 | 11.3 | 1.92 |
SG | 290.7 | 7.12 | 1.38 |