The Effect of Nopal Mucilage Addition on the Corrosion Rate of Reinforcement Steel in Concrete
| Audiencia | Público en general | es_ES |
| Cobertura | México | es_ES |
| Fecha de ingreso | 2026-09-15T00:29:42Z | |
| Fecha de publicación | 2025-01-01 | |
| Resumen | Environmental humidity is a determining factor in the degradation of concrete structures, particularly in the corrosion process of reinforcement bars. This study analyzed four concrete mixtures with different mucilage contents replacing mixing water: 0, 5, 10, and 15%. Two sets of specimens were fabricated and subjected to a 420-day test period under two different working conditions: natural environmental conditions and high-humidity conditions. Open-circuit potential parameters were analyzed to compare the behavior of the mixtures and determine the corrosion rate. It was observed that under environmental conditions, the mixtures with 0% and 15% mucilage exhibited higher corrosion rates, with values of 0.046 and 0.049 mm/year, respectively, compared to the mixtures with low mucilage additions of 5% and 10%, which showed values of 0.041 and 0.038 mm/year, respectively. The corrosion rates of the mixtures under high-humidity conditions were 0.010 for M0, 0.009 for M1 and M2, and 0.014 for M3. The results indicate that mixtures with 5% and 10% mucilage show better corrosion protection, suggesting that this approach could be a sustainable, low-cost solution to enhance the durability of concrete structures, particularly in coastal areas with high humidity levels. It is concluded that adding nopal mucilage in low concentrations as a substitute for mixing water in concrete formulations not only modifies the properties of concrete, but also reduces the corrosion rate of reinforcement steel under high-humidity conditions, thereby extending the service life of constructions. | es_ES |
| Doi | https://doi.org/10.3390/surfaces8020026 | es_ES |
| URI | https://riuat.uat.edu.mx/handle/123456789/1699 | |
| Idioma | es | es_ES |
| Editorial | MDPI AG | es_ES |
| Relación | Surfaces | es_ES |
| URL relacionado | https://doi.org/10.3390/surfaces8020026 | es_ES |
| Derechos | Acceso abierto (Metadatos de producción científica) | es_ES |
| Licencia | http://purl.org/coar/access_right/c_abf2 | es_ES |
| Fuente | Surfaces | |
| Título | The Effect of Nopal Mucilage Addition on the Corrosion Rate of Reinforcement Steel in Concrete | es_ES |
| Tipo | Artículo | es_ES |
| Arbitrado | Ha sido Arbitrado | es_ES |
| Autor | Martínez-Barrios, Enrique | |
| Autor | Páramo-García, UIises | |
| Autor | Suárez-Domínguez, Edgardo Jonathan | |
| Autor | Pérez-Sánchez, Josué Francisco | |
| Autor | Martínez-Barrios, Enrique | es_ES |
| Autor | Páramo-García, UIises | es_ES |
| Autor | Suárez-Domínguez, Edgardo Jonathan | es_ES |
| Autor | Pérez-Sánchez, Josué Francisco | es_ES |
| Institución | Universidad Autónoma de Tamaulipas | |
| Institución | Universidad Autónoma de Tamaulipas | es_ES |
| Número | 2 | es_ES |
| Rango de páginas | 26 | es_ES |
| URL relacionada | https://doi.org/10.3390/surfaces8020026 | |
| Tipo de artículo | Indexado | |
| Tipo de artículo | Indexado | es_ES |
| Volumen | 8 | es_ES |
