Fig. 8From: New Anchorage Technique for GFRP Flexural Strengthening of Concrete Beams Using Bolts-End Anchoring SystemTypical failure modes for beams strengthened with bolt (Diameter 6 mm)-glass fiber polymer composites (BGFPC) systems: a without using end-anchorage GFRP; b end-anchorage GFRP of 2.4 mm thickness; c end-anchorage GFRP of 4.8 mm thicknessBack to article page