Research Article
Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams
Table 6
The results of flexural strength and toughness of hybrid fiber-reinforced self-consolidating concrete.
| | Fiber type | fL (MPa) | Dc (N·mm) | Df2 (N·mm) | Df3 (N·mm) | feq,2 (MPa) | feq,3 (MPa) | fR,1 (MPa) | fR,2 (MPa) | fR,3 (MPa) | fR,4 (MPa) |
| | SF0PF0 | 5.17 | 1.20 | — | — | — | — | — | — | — | — | | SF20PF0 | 5.16 | 0.86 | 6.41 | 21.98 | 4.10 | 2.81 | 3.00 | 2.82 | 2.69 | 2.56 | | SF20PF6 | 5.04 | 0.87 | 8.32 | 31.20 | 5.33 | 3.99 | 3.79 | 3.79 | 3.74 | 3.66 | | SF40PF0 | 5.46 | 1.01 | 8.83 | 34.21 | 5.65 | 4.38 | 3.95 | 4.10 | 4.10 | 4.01 | | SF40PF4 | 5.14 | 0.90 | 10.06 | 37.01 | 6.44 | 4.74 | 4.53 | 4.57 | 4.47 | 4.33 |
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