Fig. 17
Effect of concrete type HSC and PPFRC on the load–displacement relationship of SCB specimen with a/R = 0.2 with S2/S1 = 0.18 for (a) R = 50 mm, (b) R = 75 mm and (c) R = 100 mm.
Fig. 17 | Scientific Reports
Effect of concrete type HSC and PPFRC on the load–displacement relationship of SCB specimen with a/R = 0.2 with S2/S1 = 0.18 for (a) R = 50 mm, (b) R = 75 mm and (c) R = 100 mm.
