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. 2024 Dec 30;17(1):75. doi: 10.3390/polym17010075

Figure 7.

Figure 7

Comparison of shear failure of specimens with 4Ø8 BFRP tensile reinforcement: (a) Cross-wound 1600 tex CFRP shear reinforcement with ruptured carbon rovings transverse to the shear crack; (b) 3700 tex CFRP shear reinforcement with missing sand coating as a result of delamination of the concrete matrix.