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Textile-reinforced mortar (TRM) versus fiber-reinforced polymers (FRP) in shear strengthening of concrete beams

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Figure

Fig. 1. Test set-up: (a) Overall 3D view; (b) front view.
Fig. 2. (a) Beam geometry and reinforcement; (b) cross section (dimensions in mm).
Fig. 4. (a) Prepared concrete surface before strengthening; (b) impregnation of thethetextile fibers with epoxy resin; (c) application of an extra layer of mortar on the top of final textile layer.
Fig. 7. Dominant shear crack in the control beam.
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