Effect of basalt fiber content on mechanical properties of hydrophobic mortar

Abstract The addition of a hydrophobic agent to fiber concrete can realize the overall hydrophobic of the material, which can prevent damage to cementing material due to its porous and hydrophilic properties. However, the impact of varying fiber content on the mechanical properties of these material...

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Main Authors: Yunfeng Li, Qing Wang, Xu Zheng, Rui Zhang, Ning Wang
Format: Article
Language:English
Published: Nature Portfolio 2025-03-01
Series:Scientific Reports
Subjects:
Online Access:https://doi.org/10.1038/s41598-025-90138-5
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author Yunfeng Li
Qing Wang
Xu Zheng
Rui Zhang
Ning Wang
author_facet Yunfeng Li
Qing Wang
Xu Zheng
Rui Zhang
Ning Wang
author_sort Yunfeng Li
collection DOAJ
description Abstract The addition of a hydrophobic agent to fiber concrete can realize the overall hydrophobic of the material, which can prevent damage to cementing material due to its porous and hydrophilic properties. However, the impact of varying fiber content on the mechanical properties of these materials remains unclear, limiting their large-scale application in extreme environments. Mechanical experiments were conducted to obtain the material’s elastic modulus, compressive strength, and Poisson’s ratio, aiming to explore the reinforcing effect and mechanism of fibers on mechanical properties. The mechanical parameters of hydrophobic basalt fiber cement-based materials with different fiber content were calculated by Mori–Tanaka homogenization theory calculation and mesoscopic numerical simulation. Scanning electron microscopy results displayed the binding between the fiber and the gelling material was good, there was no obvious alkali-silicon reaction damage, and the homogeneity analysis could be carried out. When the fiber content was below 1.5%, there was good agreement among the experimental, finite element, and numerical simulation data. When the fiber content was 2%, deviations in numerical values occurred due to fiber agglomeration failure. These findings provided a foundation for optimizing fiber content in hydrophobic basalt fiber cement-based materials, supporting their broader application in durable concrete structures.
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spelling doaj-art-af5522ee2b3948dbb7f96c1a47b0d9442025-08-20T03:02:21ZengNature PortfolioScientific Reports2045-23222025-03-0115111210.1038/s41598-025-90138-5Effect of basalt fiber content on mechanical properties of hydrophobic mortarYunfeng Li0Qing Wang1Xu Zheng2Rui Zhang3Ning Wang4College of Civil and Architectural Engineering, Taishan UniversityCollege of Civil and Architectural Engineering, Taishan UniversityCollege of Civil and Architectural Engineering, Taishan UniversityCollege of Civil and Architectural Engineering, Taishan UniversityCollege of Civil Engineering and Architecture, Shandong University of Science and TechnologyAbstract The addition of a hydrophobic agent to fiber concrete can realize the overall hydrophobic of the material, which can prevent damage to cementing material due to its porous and hydrophilic properties. However, the impact of varying fiber content on the mechanical properties of these materials remains unclear, limiting their large-scale application in extreme environments. Mechanical experiments were conducted to obtain the material’s elastic modulus, compressive strength, and Poisson’s ratio, aiming to explore the reinforcing effect and mechanism of fibers on mechanical properties. The mechanical parameters of hydrophobic basalt fiber cement-based materials with different fiber content were calculated by Mori–Tanaka homogenization theory calculation and mesoscopic numerical simulation. Scanning electron microscopy results displayed the binding between the fiber and the gelling material was good, there was no obvious alkali-silicon reaction damage, and the homogeneity analysis could be carried out. When the fiber content was below 1.5%, there was good agreement among the experimental, finite element, and numerical simulation data. When the fiber content was 2%, deviations in numerical values occurred due to fiber agglomeration failure. These findings provided a foundation for optimizing fiber content in hydrophobic basalt fiber cement-based materials, supporting their broader application in durable concrete structures.https://doi.org/10.1038/s41598-025-90138-5Hydrophobic concreteBasalt fiberMulti-scale simulationMori–Tanaka homogenization theoryFinite element method
spellingShingle Yunfeng Li
Qing Wang
Xu Zheng
Rui Zhang
Ning Wang
Effect of basalt fiber content on mechanical properties of hydrophobic mortar
Scientific Reports
Hydrophobic concrete
Basalt fiber
Multi-scale simulation
Mori–Tanaka homogenization theory
Finite element method
title Effect of basalt fiber content on mechanical properties of hydrophobic mortar
title_full Effect of basalt fiber content on mechanical properties of hydrophobic mortar
title_fullStr Effect of basalt fiber content on mechanical properties of hydrophobic mortar
title_full_unstemmed Effect of basalt fiber content on mechanical properties of hydrophobic mortar
title_short Effect of basalt fiber content on mechanical properties of hydrophobic mortar
title_sort effect of basalt fiber content on mechanical properties of hydrophobic mortar
topic Hydrophobic concrete
Basalt fiber
Multi-scale simulation
Mori–Tanaka homogenization theory
Finite element method
url https://doi.org/10.1038/s41598-025-90138-5
work_keys_str_mv AT yunfengli effectofbasaltfibercontentonmechanicalpropertiesofhydrophobicmortar
AT qingwang effectofbasaltfibercontentonmechanicalpropertiesofhydrophobicmortar
AT xuzheng effectofbasaltfibercontentonmechanicalpropertiesofhydrophobicmortar
AT ruizhang effectofbasaltfibercontentonmechanicalpropertiesofhydrophobicmortar
AT ningwang effectofbasaltfibercontentonmechanicalpropertiesofhydrophobicmortar