Table 1 Experimental cases of RSF short beams
No. | Name | Volume fraction (%) | Design compressive strength (MPa) | Shear span ratio, a/d | No. of specimens |
|---|---|---|---|---|---|
1 | N0.5F-1.0 | 0.5 | 40.0 | 1.0 | 1 |
2 | N0.5F-1.5 | 1.5 | 1 | ||
3 | N0.5F-2.0 | 2.0 | 1 | ||
4 | N1.0F-1.0 | 1.0 | 1.0 | 1 | |
5 | N1.0F-1.5 | 1.5 | 1 | ||
6 | N1.0F-2.0 | 2.0 | 1 |