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Structural behaviour of geopolymer concrete beams and columns reinforced with glass fibre reinforced polymer bars

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Figure

Table 2-1 Physical and mechanical properties of GFRP bars manufactured by V-Rod® Australia
Fig. 3. Direct pullout test.
Fig. 5. Typical failure of the HGG specimens.
Fig. 7. Typical pullout load-slip curves of the SGG and HGG specimens.
+7

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