Bending toughness and crack fractal of <scp>polyvinyl alcohol</scp> fiber‐reinforced geopolymer composites

Abstract Geopolymer composites have the advantages of low carbon and solid waste consumption, but they are highly brittle. However, the effect and mechanism of polyvinyl alcohol fiber (PVAF) on the toughening of geopolymers remain unclear. Therefore, this study investigated the bending toughness (BT) and crack fractal characteristics of PVAF‐reinforced geopolymer composites (PVAFRGC). By adjusting the water–binder ratio (0.44 and 0.47), fiber length (6 and 12 mm), fiber volume fraction (0.0%–2.5%) and fiber factor, combined with the four‐point bending test and crack fractal dimension calculation, the influence of PVAF parameters on the mechanical properties of the material was systematically analyzed. The results showed that the addition of PVAFs significantly improved the toughness of the material. Especially when the PVAF volume fraction exceeded 1.5%, the composite material exhibited typical pseudo‐strain hardening behavior, with a maximum deflection of up to 3.5 mm. There was a significant exponential relationship between the crack fractal dimension and the bending strength, bending–compressive ratio, and BT, indicating that the crack complexity was closely related to the energy dissipation capacity. In addition, the BT evaluation method based on JSCE‐SF4 was more suitable for the toughness analysis in the large‐deformation stage than ASTM C1018. This study provides a theoretical basis for the toughness optimization and crack evolution mechanism of PVAFRGC.

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Publication Details

Journal
Structural Concrete
Published
2026-04-06
DOI
https://doi.org/10.1002/suco.70566
Primary Topic
Natural Fiber Reinforced Composites
Type
article
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article

Bending toughness and crack fractal of polyvinyl alcohol fiber‐reinforced geopolymer composites

Xiao Hu Li, Yue Wang, Fei Geng, Xun Zhang et al.
Structural Concrete
Natural Fiber Reinforced Composites
article

Bending toughness and crack fractal of polyvinyl alcohol fiber‐reinforced geopolymer composites

Xiao Hu Li, Yue Wang, Fei Geng, Xun Zhang, Zhe Zhang, Li Li
article en

Abstract

Abstract Geopolymer composites have the advantages of low carbon and solid waste consumption, but they are highly brittle. However, the effect and mechanism of polyvinyl alcohol fiber (PVAF) on the toughening of geopolymers remain unclear. Therefore, this study investigated the bending toughness (BT) and crack fractal characteristics of PVAF‐reinforced geopolymer composites (PVAFRGC). By adjusting the water–binder ratio (0.44 and 0.47), fiber length (6 and 12 mm), fiber volume fraction (0.0%–2.5%) and fiber factor, combined with the four‐point bending test and crack fractal dimension calculation, the influence of PVAF parameters on the mechanical properties of the material was systematically analyzed. The results showed that the addition of PVAFs significantly improved the toughness of the material. Especially when the PVAF volume fraction exceeded 1.5%, the composite material exhibited typical pseudo‐strain hardening behavior, with a maximum deflection of up to 3.5 mm. There was a significant exponential relationship between the crack fractal dimension and the bending strength, bending–compressive ratio, and BT, indicating that the crack complexity was closely related to the energy dissipation capacity. In addition, the BT evaluation method based on JSCE‐SF4 was more suitable for the toughness analysis in the large‐deformation stage than ASTM C1018. This study provides a theoretical basis for the toughness optimization and crack evolution mechanism of PVAFRGC.

Structural Concrete
Zhengzhou University (CN), Shandong Transportation Research Institute (CN), Henan Communication Science and Technology Research Institute (China) (CN), Chongqing Construction Engineering Investment Holding (China) (CN), Henan Provincial Institute of Communications Planning Survey & Design (China) (CN), Northwest A&F University (CN)
Openalex Percentile: Top 24%
Natural Fiber Reinforced Composites
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