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Flexural response of GFRP-reinforced geopolymer concrete beams

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Figure

Figure 1. GFRP Bars.
Figure 3. The four-point static bending test.
Figure 5 depicts the typical failure mode of the tested beams. As expected, the over-reinforced beams failed in flexure through crushing of the geopolymer concrete in the compression zone
Figure 5. Typical failure mode of the tested beams.
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