Assessment of improved structural performance and degradation resistance in sisal fiber reinforced concrete incorporating eco friendly materials

The utilization of natural fibers in engineering applications necessitates a precise evaluation of their dimensional and mechanical properties. Researchers are exploring these fibers as potential construction materials for cement, mortar, and concrete. Sisal fibers may be used as a reinforcing ingredient in concrete because of their affordability, high strength-to-weight ratio, and recyclability. Sisal fiber-reinforced concrete composites offer advantages over conventional materials due to their enhanced mechanical strength, stiffness, and fatigue properties, which allow for greater flexibility in structural design. Additionally, sisal composites are more environmentally friendly and biodegradable than traditional materials, supporting sustainable building practices. This research explores Na<sub>2</sub>CO<sub>3</sub> treatment on sisal fiber's resistance to deterioration and the longevity of sisal fiber-reinforced concrete are investigated. Sisal fiber was added at varying percentages (0.5% to 1.5% by cement volume) with a length-to-diameter ratio of 100 in M30 grade concrete, following IS 10262:2009 standards. The work included Fiber tensile strength testing, scanning electron microscopy (SEM), energy dispersive X-ray spectroscopy (EDX), and durability tests against chloride and sulphate attack. Results showed that 2% Na₂CO₃ treatment increased Fiber tensile strength from 254 MPa (untreated) to 332 MPa, improving Fiber-matrix bonding. SEM and EDX confirmed denser interfacial transition zones and higher Ca-Si hydration products in treated composites. Durability tests revealed that sisal Fiber reinforced concrete (S<sub>i</sub>FRC) exhibited lower strength loss under chloride and sulphate exposure compared to conventional concrete, with 1.25% Fiber addition showing optimal performance. These findings demonstrate that eco-friendly sisal Fiber, when chemically treated, can enhance strength and durability of concrete, supporting its use as a sustainable alternative to synthetic Fibers.

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Publication Details

Journal
Scientific Reports
Published
2025-12-01
DOI
https://doi.org/10.1038/s41598-025-29811-8
Citations
1
Primary Topic
Natural Fiber Reinforced Composites
Type
article
Field-Weighted Citation Impact
0.61

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article

Assessment of improved structural performance and degradation resistance in sisal fiber reinforced concrete incorporating eco friendly materials

R. Abirami, Xu Yong, Nasim Hasan, S. P. Sangeetha et al.
1 citations
Scientific Reports
Natural Fiber Reinforced Composites
0.61
article

Assessment of improved structural performance and degradation resistance in sisal fiber reinforced concrete incorporating eco friendly materials

R. Abirami, Xu Yong, Nasim Hasan, S. P. Sangeetha, Huang Yanzhu
article en
1 citations

Abstract

The utilization of natural fibers in engineering applications necessitates a precise evaluation of their dimensional and mechanical properties. Researchers are exploring these fibers as potential construction materials for cement, mortar, and concrete. Sisal fibers may be used as a reinforcing ingredient in concrete because of their affordability, high strength-to-weight ratio, and recyclability. Sisal fiber-reinforced concrete composites offer advantages over conventional materials due to their enhanced mechanical strength, stiffness, and fatigue properties, which allow for greater flexibility in structural design. Additionally, sisal composites are more environmentally friendly and biodegradable than traditional materials, supporting sustainable building practices. This research explores Na<sub>2</sub>CO<sub>3</sub> treatment on sisal fiber's resistance to deterioration and the longevity of sisal fiber-reinforced concrete are investigated. Sisal fiber was added at varying percentages (0.5% to 1.5% by cement volume) with a length-to-diameter ratio of 100 in M30 grade concrete, following IS 10262:2009 standards. The work included Fiber tensile strength testing, scanning electron microscopy (SEM), energy dispersive X-ray spectroscopy (EDX), and durability tests against chloride and sulphate attack. Results showed that 2% Na₂CO₃ treatment increased Fiber tensile strength from 254 MPa (untreated) to 332 MPa, improving Fiber-matrix bonding. SEM and EDX confirmed denser interfacial transition zones and higher Ca-Si hydration products in treated composites. Durability tests revealed that sisal Fiber reinforced concrete (S<sub>i</sub>FRC) exhibited lower strength loss under chloride and sulphate exposure compared to conventional concrete, with 1.25% Fiber addition showing optimal performance. These findings demonstrate that eco-friendly sisal Fiber, when chemically treated, can enhance strength and durability of concrete, supporting its use as a sustainable alternative to synthetic Fibers.

Scientific ReportsVol. 16(1)
Guangxi University (CN), Vinayaka Missions University (IN), Shinawatra University (TH), Ethiopian Civil Service University (ET)
Education Department of Guangxi Zhuang Autonomous Region
Openalex Percentile: Top 28%
Natural Fiber Reinforced Composites
0.61
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