Research Article

Behavior and Analysis of Self-Consolidated Reinforced Concrete Deep Beams Strengthened in Shear

Table 1

Mix proportions for casting one cubic meter of SCC [31].

C (MPa)W/C (MPa)F.A (MPa)C.A (MPa)S.F. (MPa)F.A. (MPa)VEA (MPa) 𝑓 c u after 28 days (MPa)

Mix Proportion10.32.252.250.150.100.02540

Where C: Cement with content 400 Kg/m3, W/C: Water cement ratio, F.A.: Fine aggregate (sand), C.A.: Coarse aggregate (crushed dolomite), S.F.: Silica fume, F.A.: Fly ash as a mineral admixture, VEA: Viscosity enhancing agent.