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3. Experimental Results 3.1. Failure Modes The failure modes of beams in Group A subjected to three-point bending are shown in Figure 7. It must be noted that no anchors were used to comprehend LC-GFRP confinement in Group A beams. The failure of Beam 1P-CON was shear failure attributed to the sudden formation of diagonal cracks, leading to the drop in load-carrying capacity, as shown in Figure 7a.
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