Functionally graded concrete

porosity gradation to enhance durability under carbonation

Resumen

The present paper evaluated the potential application of the functionally graded material (FGM) concept to develop more durable concrete to carbonation, one of the main degradation mechanisms of reinforced concrete structures. Accelerated carbonation tests with controlled temperature (27 ± 2 °C), CO₂ concentration (3 ± 0.5%) and humidity (65 ± 5%) were carried out in homogeneous concretes and with functional gradation in which the porosity of the material was varied across the slices. For the manufacture of graded concrete specimens, concretes with water/cement ratios equal to 0.35, 0.45, and 0.55 were produced, with lower porosity (w/c = 0.35) close to the surface of the specimen. The advance of the carbonation front was evaluated after 8, 9, 10, 14, and 24 weeks of accelerated exposure, using the chemical indicator phenolphthalein. The results show that the functionally graded concrete had a carbonation coefficient (K) slightly higher than that of the concrete with a w/c ratio equal to 0.35 (1.71 and 1.54 mm.week^-0.5, respectively) and much lower than concrete with water-cement ratio equal to 0.45 (2.31 mm.week^-0.5) and 0.55 (3.78 mm.week^-0.5). This demonstrates that functional grading can be an efficient method to increase the durability of concrete elements subject to carbonation.