TY - GEN
T1 - Incorporation of Sugarcane Bagasse Fiber on Concrete and Its Effect on Physical and Mechanical Properties
AU - Nazario-Naveda, Renny
AU - Angelats-Silva, Luis
AU - Murga-Torres, Emzon
AU - Villanueva-Corales, Yassumi
AU - Florián-Mejía, Josué
AU - Alfaro-Asmat, César
N1 - Publisher Copyright:
© 2025 Avestia Publishing. All rights reserved.
PY - 2025/1/1
Y1 - 2025/1/1
N2 - In the following investigation, concrete specimens incorporated with sugarcane bagasse fibers (SCBF) were manufactured to analyze their effects on their physical and mechanical properties. The fibers were collected from the waste generated by the sugar factories in the La Libertad region, Peru. SCBF were incorporated in different concentrations (0.5, 1, 1.5 and 2%) in the concrete mixing process. The effect of the incorporation of SCBF on the density and water absorption of the manufactured specimens were evaluated, also morphological variations were analyzed by Scanning Electron Microscopy (SEM). Likewise, the specimens were subjected to compression tests to verify their resistance. A good integration of the fibers in the concrete matrix was observed, the incorporation of SCBF produces a reduction in the number and size of pores. In addition, the increase in SCBF lightens the concrete, increasing the water absorption capacity. Mechanical tests show that the compressive strength increases with the incorporation of SCBF, reaching a maximum value using 0.5% fiber after 28 days of curing.
AB - In the following investigation, concrete specimens incorporated with sugarcane bagasse fibers (SCBF) were manufactured to analyze their effects on their physical and mechanical properties. The fibers were collected from the waste generated by the sugar factories in the La Libertad region, Peru. SCBF were incorporated in different concentrations (0.5, 1, 1.5 and 2%) in the concrete mixing process. The effect of the incorporation of SCBF on the density and water absorption of the manufactured specimens were evaluated, also morphological variations were analyzed by Scanning Electron Microscopy (SEM). Likewise, the specimens were subjected to compression tests to verify their resistance. A good integration of the fibers in the concrete matrix was observed, the incorporation of SCBF produces a reduction in the number and size of pores. In addition, the increase in SCBF lightens the concrete, increasing the water absorption capacity. Mechanical tests show that the compressive strength increases with the incorporation of SCBF, reaching a maximum value using 0.5% fiber after 28 days of curing.
KW - Natural fibers
KW - agro-industrial waste
KW - compressive strength
KW - concrete
KW - sugarcane bagasse fiber
UR - https://www.scopus.com/pages/publications/105003148163
U2 - 10.11159/icsect25.154
DO - 10.11159/icsect25.154
M3 - Conference contribution
AN - SCOPUS:105003148163
SN - 9781990800528
T3 - World Congress on Civil, Structural, and Environmental Engineering
BT - Proceedings of the 10th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2025
A2 - El Naggar, Hany
A2 - Barros, Joaquim
A2 - Cachim, Paulo
PB - Avestia Publishing
T2 - 10th World Congress on Civil, Structural, and Environmental Engineering, CSEE 2025
Y2 - 10 April 2025 through 12 April 2025
ER -