Research Article
Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams
Figure 3
The workability of self-consolidating concrete with 20 kg/m3 SF + 6 kg/m3 PF and 40 kg/m3 SF and 6 kg/m3 PF. (a) SF dosage of 20 kg/m3 and PF dosage of 6 kg/m3. (b) J-ring of Self-consolidating concrete with SF dosage of 40 kg/m3 and PF dosage of 6 kg/m3.
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| (b) |