Research Article
Comparison of the Flexural Performance and Behaviour of Fly-Ash-Based Geopolymer Concrete Beams Reinforced with CFRP and GFRP Bars
Figure 8
Load-deflection curves-FRP type effect. (a) ρf < ρfb. (b) ρfb < ρf < 1.4ρfb. (c) ρf > 1.4ρfb.
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| (b) |
| (c) |