Fig. 18From: Behavior of FRP-Strengthened RC Beams with Large Rectangular Web Openings in Flexure Zones: Experimental and Numerical StudyEffect of strengthening scheme on performance of beams with openings and loaded at center point (based on FE analysis): a with respect to peak load, b with respect to strain of bottom steel rebars at mid-span, and c with respect to tensile strain of steel plate at mid-span.Back to article page