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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