Research Article
Degradation Behaviour of Deteriorated RC Beams Strengthened with CFRP under the Compound Effects of Acid-Salt Mist and Carbon Dioxide
Table 1
Properties of CFRP and binder used in the experimental test.
| | Material | Thickness (mm) | Tensile strength (MPa) | Elastic modulus (MPa) | Elongation (%) | Compressive strength (MPa) | Flexural strength (MPa) | Shear strength (MPa) |
| | CFRP | 0.111 | 32.35 × 102 | 2.160 × 105 | 1.5 | — | — | — | | Binder | — | 57.94 | 2.804 × 103 | — | 86.03 | 76.20 | 26.96 |
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