Table 2 Proposed HyFRC for Beam–Column joint (C: Control; UN: Ultra-Net; SN: Super-Net; EN: Econo-Net; FF: Ferro)
From: Enhancing the Performance of Knee Beam–Column Joint Using Hybrid Fibers Reinforced Concrete
Specimens | Designation | Type of Fibers (Vol. of Fraction, %) | Total Vol. Fraction, % | |||||
|---|---|---|---|---|---|---|---|---|
Macrofibers | Microfibers | |||||||
FF1 | FF2 | UN | SN | EN | NM | |||
1 | Control | - | - | - | - | - | - | - |
2 | FFC | 0.6 | 0.6 | - | - | - | - | 1.20 |
3 | F6U3 | 0.6 | 0.6 | 0.30 | - | - | - | 1.50 |
4 | F6S3 | 0.6 | 0.6 | - | 0.30 | - | - | 1.50 |
5 | F6E3 | 0.6 | 0.6 | - | - | 0.30 | - | 1.50 |
6 | F6N3 | 0.6 | 0.6 | - | - | - | 0.30 | 1.50 |