Detección de fisuras superficiales en vigas de hormigón reforzado mediante procesamiento de imágenes digitales
DOI:
https://doi.org/10.3989/mc.2025.380024Palabras clave:
Vigas de hormigón, Análisis de elementos finitos, Matriz cementosa reforzada con tela, Técnicas de procesamiento de imágenes, Capacidad de carga, DeflexiónResumen
Las matrices cementíceas reforzadas con tela (FRCM) son efectivas para fortalecer miembros estructurales de hormigón armado. Este estudio investiga la capacidad de carga de la viga reforzada precargada al 25%, 50% y 100%, con la viga de control. Las vigas se reforzaron con una, dos y tres capas de tela de vidrio utilizando ligante de cemento. Los resultados mostraron que las vigas precargadas al 25% y 50% aumentaron su capacidad de carga con la matriz cementícea reforzada con tela de vidrio (GFRCM). Las vigas precargadas al 100% aumentaron la capacidad de carga con capas dobles y triples de GFRCM. La deflexión disminuyó en todas las vigas reforzadas, excepto en la viga precargada al 100% con una sola capa. Se utilizó el análisis de elementos finitos para modelar las vigas reforzadas y comparar los resultados con los datos experimentales. Se adoptaron técnicas de procesamiento de imágenes para identificar y caracterizar las grietas superficiales en las vigas reforzadas.
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