Table 2 Mix proportions of C30 concrete/(kg m−3).
From: An Experimental Study of Shear Resistance for Multisize Polypropylene Fiber Concrete Beams
Specimen no. | Fiber type | Cement | Sand | Stone | Water | Sand ratio (%) | Fiber content | Water reducer (%) |
|---|---|---|---|---|---|---|---|---|
A0 | None | 380 | 701 | 1144 | 175 | 38 | 0 | 1 |
A1 | CF1 | 380 | 701 | 1144 | 175 | 38 | 6.0 | 1 |
A2 | FF1 + FF2 + CF1 | 380 | 701 | 1144 | 175 | 38 | 0.6 + 0.6 + 4.8 | 1 |