Degradation Behaviour of Deteriorated RC Beams Strengthened with CFRP under the Compound Effects of Acid-Salt Mist and Carbon Dioxide

Figure 7

Strain of CFRP in the pure bending section of RC beams. (a) L3. (b) L5. (c) L6. (d) L7. (e) L8. (f) L9. (g) L10. (h) L11.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)