Figure 7 | Scientific Reports

Figure 7

From: Analysing the influence of ground granulated blast furnace slag and steel fibre on RC beams flexural behaviour

Figure 7

Comparison Plots about RC beam load–deflection curves. (a) Load–deflection curve for conventional R C beam with 0% GGBS and the volume of fibers 0%. (b) Load–deflection curve for conventional R C beam with 0% GGBS and the volume of fibers 1.5%. (c) Load–deflection curve for conventional R C beam with 20% GGBS and the volume of fibers 0%. (d) Load–deflection curve of conventional R C beam with 20% GGBS and the volume of fibers 0.5%. (e) Load–deflection curve for conventional R C beam with 40% GGBS and the volume of fibers 0.5%. (f) Load–deflection curve for conventional R C beam with 40% GGBS and the volume of fibers 1%. (g) Load–deflection curve for conventional R C beam with 80% GGBS and the volume of fibers 1%. (h) Load–deflection curve for conventional R C beam with 80% GGBS and the volume of fibers 1.5%.

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