Table 5 Test results
From: Enhancing the Performance of Knee Beam–Column Joint Using Hybrid Fibers Reinforced Concrete
Specimen | Total displacement | Displacement ductility, Δu/Δy | Toughness (kN-mm) | |
|---|---|---|---|---|
Δu (mm) | Δy (mm) | |||
C | 147 | 130 | 1.13 | 2612 |
FFC | 155 | 115 | 1.35 | 3012 |
F6U3 | 180 | 110 | 1.64 | 8124 |
F6S3 | 159 | 106 | 1.50 | 6685 |
F6E3 | 172 | 121 | 1.42 | 7215 |
F6N3 | 176 | 125 | 1.41 | 5421 |