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

<table class="table-group" id="tab2"><tr><td><table class="table"><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr class="thead"><td class="align_left">NaCl (mass ratio) (%)</td><td class="align_center">MgCl<sub>2</sub> (Mass ratio) (%)</td><td class="align_center">Na<sub>2</sub>SO<sub>4</sub> (Mass ratio) (%)</td><td class="align_center">CO<sub>2</sub> (mg/m<sup>3</sup>)</td><td class="align_center">HCl (mg/m<sup>3</sup>)</td><td class="align_center">Temperature (°C)</td><td class="align_center">Humidity (%)</td></tr><tr><td class="thead-hr" colspan="7"><hr/></td></tr><tr><td class="align_left">0.25</td><td class="align_center">2.71</td><td class="align_center">10</td><td class="align_center">5778</td><td class="align_center">128</td><td class="align_center">50</td><td class="align_center">75</td></tr><tr class="table-tr"><td colspan="7"><hr class="tbody-hr"/></td></tr></table></td></tr></table>

<div>Design of the simulation environment.</div>

Advances in Civil Engineering

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Table 2

Table 2: Degradation Behaviour of Deteriorated RC Beams Strengthened with CFRP under the Compound Effects of Acid-Salt Mist and Carbon Dioxide 