Research Article

An Experimental Investigation on Flexural Behavior of Reinforced Concrete Beams Strengthened by an Intelligent CFRP Plate with Built-In Optical Fiber Bragg Grating Sensors

Figure 11

Comparisons of strains between FBGs and strain gauges during the process of short-term prestress loss. Note: B1 refers to B-GR-0-T; B2 refers to B-LR-0-T; B3 refers to B-AC-0-T; B4 refers to UB-GR-0-T; B5 refers to UB-GR-300-T; B6 refers to UB-NG-300-T.
(a) Tension stage
(b) Short-term prestress loss stage