Research Article

Bond Behavior of Wet-Bonded Carbon Fiber-Reinforced Polymer-Concrete Interface Subjected to Moisture

Figure 6

Representative CFRP strain distribution along the bonded length: (a1) RH-A-0-2; (b1) RH-B-0-3; (c1) RH-C-0-3; (a2) RH-A-1-2; (b2) RH-B-1-2; (c2) RH-C-1-2; (a3) RH-A-3-2; (b3) RH-B-3-1; (c3) RH-C-3-1; (a4) RH-A-6-3; (b4) RH-B-6-2; (c4) RH-C-6-3; (a5) RH-A-12-1; (b5) RH-B-12-1; (c5) RH-C-12-3.