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

Figure 6

Cross-sectional strain distribution of the test beams. (a) Beam L3. (b) Beam L4. (c) Beam L5. (d) Beam L6. (e) Beam L7. (f) Beam L9. (g) Beam L10. (h) Beam L11.

(a)

(b)

(c)

(d)

(e)

(f)

(g)

(h)