COMBINED FIBER-REINFORCED CONCRETE INVESTIGATION OF STRENGTH AND WEAR RESISTANCE

Authors

DOI:

https://doi.org/10.31713/budres.v0i49.25

Abstract

Fiber reinforced concrete, roads, airports, fiber.

This paper presents the results of an experimental study on the strength and wear resistance of combined fiber-reinforced concrete intended for use in rigid pavement structures. The relevance of the research is обусловлена the growing demand for durable pavement materials capable of withstanding intensive traffic loads, repeated mechanical impacts, and aggressive environmental influences. Conventional cement concrete, despite its high compressive strength, is characterized by limited crack resistance and insufficient resistance to abrasion, which often leads to premature deterioration of rigid pavements. The study focuses on the effect of combined fiber reinforcement, achieved through the simultaneous use of fibers of different types and mechanical properties, on the formation of the mechanical and performance characteristics of concrete composites. The synergistic interaction of fibers with different geometries, elastic moduli, and bonding mechanisms contributes to improved stress redistribution within the cement matrix and inhibits the initiation and propagation of microcracks at early stages of loading. Experimental investigations included the evaluation of compressive strength, flexural strength, and wear resistance of combined fiber-reinforced concrete compared to reference compositions without fibers and with single-type fiber reinforcement. Special attention was paid to the behavior of the material under conditions simulating operational loads typical for rigid pavements of highways, airfields, industrial floors, and logistics terminals. The obtained results demonstrate that combined fiber reinforcement significantly enhances crack resistance, abrasion resistance, and overall durability of concrete, particularly under conditions of cyclic loading and exposure to aggressive media. The findings confirm the feasibility and effectiveness of using combined fiber-reinforced concrete in rigid pavement structures. The improved performance characteristics of the material make it possible to increase the service life of pavements, reduce maintenance costs, and enhance operational reliability. The results of the study can be applied in the design and construction of rigid road and airfield pavements with increased requirements for strength, wear resistance, and long-term durability.

1. ДСТУ 8858:2019. Суміші цементобетонні дорожні та цементобетон дорожній. Технічні умови. Київ, 2020. 16 с. (Інформація та документація).

DSTU 8858:2019. Sumishi tsementobetonni dorozhni ta tsementobeton dorozhnii. Tekhnichni umovy. Kyiv, 2020. 16 s. (Informatsiia ta dokumentatsiia).

2. Кровяков С. О., Шестакова Л. Є. Міцність, зносостійкість і морозостійкість фібробетонів жорстких дорожніх покриттів з базальтовою фіброю та повітровтягуючою добавкою. Дороги і мости. 2023. Вип. 28. С. 144-158. https://doi.org/10.36100/dorogimosti2023.28.144.

Kroviakov S. O., Shestakova L. Ye. Mitsnist, znosostiikist i morozostiikist fibrobetoniv zhorstkykh dorozhnikh pokryttiv z bazaltovoiu fibroiu ta povitrovtiahuiuchoiu dobavkoiu. Dorohy i mosty. 2023. Vyp. 28. S. 144-158. https://doi.org/10.36100/dorogimosti2023.28.144.

3. Dvorkin, L.; Konkol, J.; Marchuk, V.; Huts, A. Efficient, Fine-Grained Fly Ash Concrete Based on Metal and Basalt Fibers.  https://doi.org/10.3390/ma16113969

4. Крижановський В. О. Модифіковані бетони і фібробетони для влаштування та ремонту жорстких дорожніх і аеродромних покриттів : дис. … д-ра філос. Одеса, 2022.

Kryzhanovskyi V. O. Modyfikovani betony i fibrobetony dlia vlashtuvannia ta remontu zhorstkykh dorozhnikh i aerodromnykh pokryttiv : dys. … d-ra filos. Odesa, 2022.

5. Deng Q., Zhang R., Liu C., Duan Z., Xiao J. Influence of fiber properties on abrasion resistance of recycled aggregate concrete: Length, volume fraction, and types of fibers. Construction and Building Materials, 2023, 362, 129750. https://doi.org/10.1016/j.conbuildmat.2022.129750.

6. Yao D., Li J., Xiao H., Yang W., Liu R. Research on the surface abrasion resistance performance of basalt fiber reinforced concrete. Journal of Building Engineering, 2024, 88, 109125. https://doi.org/10.1016/j.jobe.2024.109125.

7. Толмачов С. М. Стираність дорожніх бетонів як критерій прогнозування їх довговічності. Вісник Національного університету водного господарства та природокористування. 2019. Вип. 4(88). С. 157-171. https://doi.org/10.31713/vt4201915

Tolmachov S. M. Styranist dorozhnikh betoniv yak kryterii prohnozuvannia yikh dovhovichnosti. Visnyk Natsionalnoho universytetu vodnoho hospodarstva ta pryrodokorystuvannia. 2019. Vyp. 4(88). S. 157-171. https://doi.org/10.31713/vt4201915

8. Гедулян Д. Ю. Фібробетони підвищеної довговічності для дорожніх одягів та аеродромних покриттів : дис. ... д-ра філос. : 192 / Одес. держ. акад. буд-ва та архітектури. Одеса, 2021. 195 с.

Hedulian D. Yu. Fibrobetony pidvyshchenoi dovhovichnosti dlia dorozhnikh odiahiv ta aerodromnykh pokryttiv : dys. ... d-ra filos. : 192 / Odes. derzh. akad. bud-va ta arkhitektury. Odesa, 2021. 195 s.

9. Polishchuk, O., Ziatiuk, Y., Fursovych, M., Supruniuk, V., Romaniuk, V., 2025. Combined Reinforcement as a Means of Increasing the Durability of Rigid Pavement. MSF 1170, 75–79. https://doi.org/10.4028/p-bqtxa8

Published

2026-05-31

Issue

Section

Статті