Impact energy absorption and mechanical properties of fibre reinforced cementitious composite containing crumb rubber

Md B.U. Rabbane; K. M. Mo; C. G. Tan; H. H. Ghayeb

doi:10.3989/mc.2025.379524

Autores/as

Md B.U. Rabbane Universiti Malaya https://orcid.org/0009-0002-0395-1891
K. M. Mo Universiti Malaya https://orcid.org/0000-0001-5122-8839
C. G. Tan Universiti Malaya https://orcid.org/0000-0002-6398-1956
H. H. Ghayeb University of Warith Al-Anbiyaa https://orcid.org/0000-0001-8434-1993

DOI:

https://doi.org/10.3989/mc.2025.379524

Palabras clave:

Compuesto cementíceo reforzado con fibras, Absorción de energía de impacto, Índice de dureza, Propiedades mecánicas, Caucho granulado, Análisis estadístico

Resumen

Los compuestos cementíceos reforzados con fibra (FRCC) son conocidos por sus propiedades superiores, incluida su alta resistencia a la tracción y ductilidad, lo que los hace atractivos para aplicaciones estructurales. Para mejorar las propiedades de tenacidad y absorción de energía de impacto (IEA), se investigó el FRCC con caucho granulado (CR) para mitigar la aparición de fisuras y la fragilidad bajo cargas de impacto. Dos tamaños de CR, 0,5–2 mm y 2–5 mm, reemplazaron el 5%, 10% y 15% delárido fino, mientras que la fibra de PVA varió entre 1%, 1,5% y 2%. La adición de CR redujo la densidad, la resistencia a la compresión y a la flexión. Sin embargo, un 10% de CR (5 mm) aumentó el índice de tenacidad en un 30%, y un 15% de CR (5 mm) con 2% de fibra de PVA mejoró la IEA en un 12%. La prueba ANOVA de dos vías indicó que el contenido de fibra de PVA y CR influyeron significativamente en la IEA del FRCC.

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