Research Article
Experimental Study of the Shear Behavior and Shear Strength of Hybrid Fiber-Reinforced SCC Rectangular Beams
Table 5
Crack characteristics of shear span of beams.
| | Beam no. | Crack spacing (kN) | Wmax (mm) | W60 (mm) |
| | BSS∞SF0PF0 | 70∼110 | 0.10 | — | | BSS∞SF20PF0 | 70∼110 | 2.50 | 2.00 | | BSS∞SF20PF6 | 20∼70 | 1.65 | 0.80 | | BSS∞SF40PF0 | 70∼110 | 1.50 | 0.95 | | BSS∞SF40PF4 | 30∼100 | 1.25 | 0.15 | | BSS150SF0PF0 | 40∼110 | 1.35 | 0.35 | | BSS150SF20PF6 | 20∼100 | 1.30 | 0.10 | | BSS150SF40PF0 | 10∼70 | 1.35 | 0.10 | | BSS100SF0PF0 | 30∼70 | 0.50 | 0.10 |
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Wmax is the maximum crack width before shear failure. W60 is the maximum crack width when the shear load is 60 kN.
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