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

Figure 14

Crack propagation obtained in tests (unit: mm). (a) Specimen FDBL. (b) Specimen FY-1. (c) Specimen FY-2. (d) Specimen FX-1. (e) Specimen FX-2. (f) Specimen FX-3.

(a)

(b)

(c)

(d)

(e)

(f)