Polypropylene-jute fiber composites from textile waste for external strengthening of reinforced concrete beams

Abstract Polypropylene (PP) composites reinforced with recycled jute fibers (JF) have been investigated as sustainable alternatives for applications in reinforced concrete (RC) structures, contributing to waste reuse and circular economy practices. In this study, polymer matrix composites were produced using polypropylene and shredded jute fibers with contents of 20% and 30% by mass through injection molding. The constituent materials were initially characterized, followed by the mechanical characterization of the composites through tensile strength, flexural strength, elongation, and hardness tests. Concrete mixtures were then produced and evaluated in fresh and hardened states according to standardized procedures. Reinforced concrete beams were manufactured, including reference beams without reinforcement and beams strengthened with externally bonded composite plates, which were subjected to flexural tensile tests. The results indicated that the incorporation of jute fibers reduced the tensile strength of the composites compared with pure polypropylene, with decreases of approximately 18% and 19% for composites containing 20% and 30% fibers, respectively, indicating limitations in fiber-matrix adhesion and stress transfer. However, the presence of fibers slightly improved resistance to plastic deformation, with increases of around 4 and 1% for the respective fiber contents. In the structural tests, the reinforced beams did not show important gains in load-bearing capacity, and failure occurred before the concrete reached its maximum resistant capacity, suggesting limitations related to the bond between the composite reinforcement and the concrete substrate. Despite the limited mechanical gains, the results highlight the potential of natural fiber–reinforced polymer composites as sustainable materials for protective or complementary reinforcement layers in concrete structures.

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Publication Details

Journal
Innovative Infrastructure Solutions
Published
2026-09-08
DOI
https://doi.org/10.1007/s41062-026-02959-6
Primary Topic
Natural Fiber Reinforced Composites
Type
article
Field-Weighted Citation Impact
0.00

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article

Polypropylene-jute fiber composites from textile waste for external strengthening of reinforced concrete beams

Carlos Leonardo Pandolfo Carone, Daiana Cristina Metz Arnold, Leticia Lange, Kim Maus et al.
Innovative Infrastructure Solutions
Natural Fiber Reinforced Composites
article

Polypropylene-jute fiber composites from textile waste for external strengthening of reinforced concrete beams

Carlos Leonardo Pandolfo Carone, Daiana Cristina Metz Arnold, Leticia Lange, Kim Maus, Ramon Mendonça Teles, Eduardo Dioney Palma Zambrano, Wesley Alexandre Luft
article en

Abstract

Abstract Polypropylene (PP) composites reinforced with recycled jute fibers (JF) have been investigated as sustainable alternatives for applications in reinforced concrete (RC) structures, contributing to waste reuse and circular economy practices. In this study, polymer matrix composites were produced using polypropylene and shredded jute fibers with contents of 20% and 30% by mass through injection molding. The constituent materials were initially characterized, followed by the mechanical characterization of the composites through tensile strength, flexural strength, elongation, and hardness tests. Concrete mixtures were then produced and evaluated in fresh and hardened states according to standardized procedures. Reinforced concrete beams were manufactured, including reference beams without reinforcement and beams strengthened with externally bonded composite plates, which were subjected to flexural tensile tests. The results indicated that the incorporation of jute fibers reduced the tensile strength of the composites compared with pure polypropylene, with decreases of approximately 18% and 19% for composites containing 20% and 30% fibers, respectively, indicating limitations in fiber-matrix adhesion and stress transfer. However, the presence of fibers slightly improved resistance to plastic deformation, with increases of around 4 and 1% for the respective fiber contents. In the structural tests, the reinforced beams did not show important gains in load-bearing capacity, and failure occurred before the concrete reached its maximum resistant capacity, suggesting limitations related to the bond between the composite reinforcement and the concrete substrate. Despite the limited mechanical gains, the results highlight the potential of natural fiber–reinforced polymer composites as sustainable materials for protective or complementary reinforcement layers in concrete structures.

Innovative Infrastructure SolutionsVol. 11(10)
Universidade Feevale (BR), Universidad Católica de Cuenca (EC)
Universidade Feevale, Coordenação de Aperfeiçoamento de Pessoal de Nível Superior
Openalex Percentile: Top 22%
Natural Fiber Reinforced Composites
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