Table 4 Peak loads and displacements
From: Enhancing the Performance of Knee Beam–Column Joint Using Hybrid Fibers Reinforced Concrete
Specimen | Closing action (+) | Opening action (−) | ||||
|---|---|---|---|---|---|---|
Peak load (kN) | Displacement (mm) | Peak load (kN) | Displacement (mm) | |||
Control | 125.67 | 74.38 | 30.17 | 50.03 | ||
FFC | 145.23 | 65.09 | 70.56 | 74.13 | ||
F6U3 | 146.89 | 69.62 | 78.50 | 79.2 | ||
F6S3 | 120.05 | 79.96 | 71.39 | 84.29 | ||
F6E3 | 123.60 | 84.28 | 89.42 | 79.23 | ||
F6N3 | 147.47 | 104.56 | 75.54 | 94.42 | ||