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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