Experimental and Numerical Investigation on Carbon Fiber-Reinforced Polymer-Strengthened Concrete Beam after High-Temperature Action of Asphalt Paving Construction

Figure 12

Test results of CFRP plate strain at different load levels. (a) Specimen FY-1. (b) Specimen FY-2. (c) Specimen FX-1. (d) Specimen FX-2. (e) Specimen FX-3.

(a)

(b)

(c)

(d)

(e)