Analysis of the Influence of Sugarcane Bagasse Fibers in the Natural State on the Mechanical Properties of Concrete

This study aims to analyze the influence of sugarcane bagasse fiber (SCBF) without treatment on concrete and its impact on carbon footprint production. This review studies the impact of SCBF on the compressive strength, flexural strength, direct tensile strength, and elasticity modulus, considering fiber percentages of 1%, 3%, 5%, and 6%. The results showed that SCBF had a negative influence on concrete because as the percentage of fiber increased, it started to become invasive in the concrete mix and proportionally influenced the strength reduction, obtaining a maximum decrease of 60.96% in the compressive strength. However, the CO2 emissions decreased as the fiber percentage increased, generating maximum emission savings of 17.19%.

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Publication Details

Journal
Journal of Natural Fibers
Published
2025-03-25
DOI
https://doi.org/10.1080/15440478.2025.2451407
Citations
1
Primary Topic
Natural Fiber Reinforced Composites
Type
article
Field-Weighted Citation Impact
0.61

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article

Analysis of the Influence of Sugarcane Bagasse Fibers in the Natural State on the Mechanical Properties of Concrete

Majid Khorami, Natividad García-Troncoso, Carlos Ortíz-de-Solórzano, Nicolay Bernardo Yanchapanta Gómez et al.
1 citations
Journal of Natural Fibers
Natural Fiber Reinforced Composites
0.61
article

Analysis of the Influence of Sugarcane Bagasse Fibers in the Natural State on the Mechanical Properties of Concrete

Majid Khorami, Natividad García-Troncoso, Carlos Ortíz-de-Solórzano, Nicolay Bernardo Yanchapanta Gómez, Jorge Albuja-Sánchez, Mariela Anaguano-Marcillo, Andreína Damián-Chalán, Paúl Molina-Román, Christopher Capelo
article en
1 citations

Abstract

This study aims to analyze the influence of sugarcane bagasse fiber (SCBF) without treatment on concrete and its impact on carbon footprint production. This review studies the impact of SCBF on the compressive strength, flexural strength, direct tensile strength, and elasticity modulus, considering fiber percentages of 1%, 3%, 5%, and 6%. The results showed that SCBF had a negative influence on concrete because as the percentage of fiber increased, it started to become invasive in the concrete mix and proportionally influenced the strength reduction, obtaining a maximum decrease of 60.96% in the compressive strength. However, the CO2 emissions decreased as the fiber percentage increased, generating maximum emission savings of 17.19%.

Journal of Natural FibersVol. 22(1)
Escuela Superior Politecnica del Litoral (EC), Pontificia Universidad Católica del Ecuador (EC), Universidad UTE (EC), National Polytechnic School (EC)
Pontificia Universidad Católica del Ecuador
Openalex Percentile: Top 38%
Natural Fiber Reinforced Composites
0.61
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Analysis of the Influence of Sugarcane Bagasse Fibers in the Natural State on the Mechanical Properties of Concrete — Majid Khorami, Natividad García-Troncoso, et al. · Journal of Natural Fibers (2025) | TGRS Research Map | TGRS