Fig. 15From: Behavior of FRP-Strengthened RC Beams with Large Rectangular Web Openings in Flexure Zones: Experimental and Numerical StudyComparison curves of experimental and FE load versus strain of top rebars at mid-span of: a BC-N-4PB, b BC-O1-4PB, c BC-N-CPL, d BC-O1-CPL, e BS1-O1-CPL, f BC-O2-CPL, and g BS2-O2-CPL.Back to article page