Experimental Study on Flexural Behavior of Prestressed Concrete Beams Reinforced by CFRP under Chloride Environment

Figure 6

Distribution of strain at the midspan. (a) Beam A1, (b) beam C0-1, (c) beam C40-1, (d) beam C60-1, (e) beam C0-3, (f) beam C40-3, (g) beam C60-3, (h) beam B2, (i) beam C40-2, and (j) beam C60-2.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)

(i)

(j)