Deformative characteristics of nanomodified fine-grained concrete

Authors

DOI:

https://doi.org/10.24866/2227-6858/2025-3/3-14

Keywords:

deformation modulus, electrical strain gauge method, cement composite, nanotechnology, nanosilica

Abstract

The use of nanotechnology makes it possible to impart new unique properties to traditional construction materials. Experimental studies of the strength and deformation characteristics of cement composites are rather challenging due to the material’s pronounced anisotropic properties. This article examines the effect of silicon dioxide nanoparticles (nano-SiO₂) on the deformation characteristics of fine-grained concrete using the electrical strain gauge method. The study found that nano-SiO₂ enhances the strength properties of concrete and also affects Young's modulus and Poisson's ratio. The results obtained will help refine data for structural calculations involving nanomodified concrete.

Author Biographies

  • Olga V. Dudko, Far Eastern Federal University

    Candidate of Physical and Mathematical Sciences, Associate Professor at the Department of Software Engineering and Artificial Intelligence, Institute of Mathematics and Computer Technologies

  • Natalia V. Makarova, Far Eastern Branch, Russian Academy of Sciences

    Candidate of Engineering Sciences, Senior Researcher at the Laboratory of Irreversible Deformation, Institute for Automation and Control Processes

  • Alexander A. Mantcybora, Far Eastern Branch, Russian Academy of Sciences

    Candidate of Physical and Mathematical Sciences, Senior Researcher at the Laboratory of Irreversible Deformation, Institute for Automation and Control Processes

  • Vadim V. Potapov, Far Eastern Branch, Russian Academy of Sciences

    Doctor of Physical and Mathematical Sciences, Professor, Principal Researcher at the Russian Academy of Sciences Research Geotechnological Center

  • Dmitry A. Shiryaev, Far Eastern Federal University

    Master’s Student at the Polytechnic Institute

References

1. Флорес-Вивиан И., Прадото Р., Кожухова М.И., Потапов В.В., Соболев К.Г. Влияние SiO2-наночастиц на свойства цементных материалов // Вестник Белгородского государственного технологического университета им. В.Г. Шухова. 2018. № 11. С. 6–16. DOI: https://doi.org/10.12737/article_5bf7e352d68e96.02791207

2. Горев Д.С., Потапов В.В., Горева Т.С., Портнягин Н.Н. Повышение характеристик бетонов вводом наночастиц SiO2 // Современные наукоёмкие технологии. 2018. № 7. С. 26–30. DOI: https://doi.org/10.17513/snt.37073

3. Potapov V., Efimenko Y., Fediuk R., Gorev D. Effect of hydrothermal nanosilica on the performances of cement concrete // Construction and Building Materials. 2021. Vol. 269. Р. 121307. DOI: https://doi.org/10.1016/j.conbuildmat.2020.121307

4. Соболев К. Современные достижения нанотехнологии в области цемента и бетона // Цемент и его применение. 2016. № 4. С. 96–102.

5. Янкович К., Станкович С.Й., Стоянович М., Бойович Д., Антич Л. Влияние нанокремнезёма и типа заполнителя на свойства высокопрочного бетона // Цемент и его применение. 2017. № 4. С. 118–120.

6. AlTawaiha H., Alhomaidat F., Eljufout T. A review of the effect of nano-silica on the mechanical and durability properties of cementitious composites // Infrastructures. 2023. Vol. 8, № 9. P. 132. DOI: https://doi.org/10.3390/infrastructures8090132

7. Carneiro L., Houmard M., Rocha V., Ludvig P. The effect of nanosilica incorporation on the properties of cement-based materials with and without other supplementary admixtures. A literature review // Open Const Build Tech J. 2022. Vol. 16. P. e187483682207290. DOI: http://dx.doi.org/10.2174/18748368-v16-e2207290

8. Hamada H. et al. Use of nano-silica in cement-based materials–a comprehensive review // Journal of Sustainable Cement-Based Materials. 2023. Vol. 12, № 10. P. 1286–1306. DOI: https://doi.org/10.1080/21650373.2023.2214146

9. Makarova N.V. et al. Influence of hydrothermal nanosilica on mechanical properties of plain concrete // Key Engineering Materials. 2017. Vol. 744. P. 126–130. DOI: https://doi.org/10.4028/www.scientific.net/KEM.744.126

10. Шведова М.А., Артамонова О.В., Славчева Г.С. Исследование влияния многокомпонентной добавки на структурообразование и твердение цементных композитов // Конденсированные среды и межфазные границы. 2022. Т. 24, № 1. С. 116–128. DOI: https://doi.org/10.17308/kcmf.2022.24/9062

11. Mohammad Tabish et al. Effect of nano-silica on mechanical, microstructural and durability properties of cement-based materials: A review // Journal of Building Engineering. 2023. Vol. 65. P. 105676. DOI: https://doi.org/10.1016/j.jobe.2022.105676

12. Sajjad Shokouh et al. Investigating the fatigue performance of Nano-Silica-modified concrete with various admixtures: An experimental study // Results in Engineering. 2025. Vol. 25. P. 103887.

13. Yi Lu et al. Experimental study on multiaxial tensile behaviors of concrete // Construction and Building Materials. 2025. Vol. 487. P. 141975.

14. Балек А.Е. и др. Исследование темпа набора прочностных и деформационных свойств бетона в шахтных и лабораторных условиях // Проблемы недропользования. 2024. № 4(43). С. 64–76. DOI: https://doi.org/10.25635/2313-1586.2024.04.064

15. Мордовский С.С. Начальный модуль упругости бетона и способы его определения // Традиции и инновации в строительстве и архитектуре. Строительство и строительные технологии. 2022. С. 37–45. EDN: GCUMDD

16. Калафатов Д.А. и др. Применение тензометрического метода определения НДС в диафрагмах при обследовании зданий и сооружений // Строительство и техногенная безопасность. 2022. № 26(78). С. 35–40. EDN: KXMHPG

17. Трекин Н.Н. и др. Экспериментально-теоретическое исследование прочности плит на продавливание // Вестник МГСУ. 2021. Т. 16, вып. 8. С. 1006–1014. DOI: https://doi.org/10.22227/1997-0935.2021.8.1006-1014

18. Smirnov I.V. et al. A unified experimental-theoretical approach to predict critical stress characteristics of failure and yielding under quasi-static and dynamic loading // Engineering Fracture Mechanics. 2020. Vol. 225. P. 106197. DOI: https://doi.org/10.1016/j.engfracmech.2018.10.023

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Published

2025-09-30

Issue

No. 3(64) (2025)

Section

Mechanics of Deformable Solids

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Copyright (c) 2025 Far Eastern Federal University: School of Engineering Bulletin

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How to Cite

1.
Deformative characteristics of nanomodified fine-grained concrete. Вестник Инженерной школы ДВФУ [Internet]. 2025 Sep. 30 [cited 2025 Oct. 5];3(3(64):3-14. Available from: https://journals.dvfu.ru/vis/article/view/1779