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Experimental Investigation of Four-Point Flexural Behavior of Textile Reinforcement in Geopolymer Mortar

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Fig. 1. The different types of reinforcement used: (a) Basalt mesh with aperture size of 16 x12 mm; (b) Basalt mesh with aperture size of 25 × 25 mm; (c) Basalt mesh with aperture size of 37 × 37 mm; (d) Carbon mesh of aperture size of 16 x 12 mm; (e) Carbon mesh of aperture size of 25 × 25 mm; (f) Carbon mesh of aperture size of 37 × 37 mm
Fig. 4 shows the flexural stress-deflection curves of geopolymer composite panels has shown in the Fig
Fig. 9. Flexural stress and mid-span deflection curves of geopolymer plates reinforced carbon meshes of open size 25 × 25 mm
Fig. 15. Bottom surface crack patterns of the plate specimens after the end of testing

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