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- W4382397318 abstract "The objective of the present work is to discuss the electrochemical monitoring and corrosion-induced cracking propagation obtained from small reinforced concrete cylinders exposed to three natural tropical marine microclimates. Tests were performed with reinforced concrete cylinders (7.5 x 15 cm) exposed for 16 years at three different tropical marine microclimates (50, 100 and 780 m from the seashore) in the city of Progreso, Yucatan, Mexico. The concrete used in these cylindrical specimens was fabricated with four different water/cement ratios (0.50, 0.53, 0.70, and 0.76), and three different curing periods (1, 3, and 7 days). Electrochemical techniques were used to monitor the corrosion performance of the reinforcing bar during the exposure time (16 years). After corrosion damage was achieved by the appearance of surface cracks, the morphology of such cracks were surveyed and recorded. The results observed indicate a direct effect of distance from the seashore on the depassivation time of the reinforcing steel: the higher the distance from seashore, the longer is the corrosion initiation period. Regarding crack width propagation, stress attenuation was observed in the specimens closer to the seashore, since crack widths were smaller than the ones at 780 m from the seashore specimens. In addition an apparent exponential relationship was observed between depassivation time and the water/cement ratio." @default.
- W4382397318 created "2023-06-29" @default.
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- W4382397318 date "2014-12-01" @default.
- W4382397318 modified "2023-09-27" @default.
- W4382397318 title "Effect of tropical marine microclimates on depassivation and corrosion-induced cracking of reinforced concrete" @default.
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- W4382397318 doi "https://doi.org/10.1016/s1452-3981(23)11041-8" @default.
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