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

<div>Calculation model of the RC beam strengthened with CFRP corresponding to failure mode I.</div>

Advances in Civil Engineering

Figure 8: Degradation Behaviour of Deteriorated RC Beams Strengthened with CFRP under the Compound Effects of Acid-Salt Mist and Carbon Dioxide 