journal article·2024-08-27Open access

Strengthening Polymer Concrete with Carbon and Basalt Fibres

Igbayeva Akzharkyn, Kassym Yelemessov, Dinara Baskanbayeva, Nikita V. Martyushev, Vadim Y. Skeeba, Vladimir Yu. Konyukhov, Tatiana A. Oparina

Applied Sciences· Volume 14· Issue 17

Abstract

To date, composite materials, such as polymer concrete, have found wide application in various industries due to their unique properties combining high strength, resistance to aggressive media and durability. Improving the performance characteristics of polymer concrete is an important task aimed at expanding the areas of its application. One of the promising methods of increasing the strength of this material is the use of various fillers. In this paper, the effect of fillers, based on carbon and basalt fibres, on the mechanical properties of polymer concrete was investigated. The polymer concrete was made of the following components: rubble stone, sand, quartz flour and polyester resin. During the experimental work, the amount of carbon and basalt fibres in the polymer concrete mixture varied from 0 to 6%. Bending and compressive strength tests showed that the addition of carbon and basalt fibres increased these properties. The highest bending and compressive strengths were achieved when carbon fibre contents were up to 1.5%, while basalt fibres provided the highest strengths in the case of around 2%. These results confirmed that carbon fibres had a higher efficiency in strengthening polymer concrete compared to that of basalt fibres. This could be explained by the fact that carbon fibres had a higher tensile strength and modulus of elasticity, which allowed them to better redistribute loads within the composite material. The fibre length for carbon fibre, which gave the maximum increase in properties, was 10–15 mm. For basalt fibre, the maximum bending strength was reached at 20 mm and compressive strength at 10 mm. Increasing the content of carbon fibre above 2% and basalt fibre above 1.5% did not give further increase in mechanical properties. In conclusion, it could be stated that the use of carbon fibres as fillers offered significant advantages in strengthening polymer concrete, opening up opportunities for its use in more demanding conditions and in a wider range of industrial applications.
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Research context

OpenAlex topics: Innovative concrete reinforcement materials · Structural Behavior of Reinforced Concrete · Concrete and Cement Materials Research

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

Affiliations

Institute of Energy and Mechanical Engineering, Satbayev University, Almaty 050013, Kazakhstan

Department of Advanced Technologies, Tomsk Polytechnic University, Tomsk 634050, Russia

Department of Industrial Machinery Design, Novosibirsk State Technical University, Novosibirsk 630073, Russia

Department of Automation and Control, Irkutsk National Research Technical University, Irkutsk 664074, Russia

Funding

Ministry of Science and Higher Education of the Republic of Kazakhstan

References (33)

Show source-provided references
1. Experimental Study on Mechanical Properties of Hybrid Fiber-Reinforced Concrete10.1061/JAEIED.AEENG-1717 ↗
2. Wen, B., Gao, G., Huang, D., and Zheng, H. (2023). Adhesion and sliding constitutive relationship between basalt–polypropylene hybrid fiber-reinforced concrete and steel bars. Appl. Sci., 13.10.3390/app132212108 ↗
3. Microscopic, physical and mechanical analysis of polypropylene fiber reinforced concrete10.1016/j.msea.2009.07.056 ↗
4. Research on compressive impact dynamic behavior and constitutive model of polypropylene fiber reinforced concrete10.1016/j.conbuildmat.2018.07.164 ↗
5. Experimental study and mathematical modeling of mechanical properties of basalt fiber-reinforced recycled concrete containing a high content of construction waste
6. Jiao, C., Zhang, X., Chen, W., and Chen, X. (2022). Mechanical property and dimensional stability of chopped basalt fiber-reinforced recycled concrete and modeling with fuzzy inference system. Buildings, 13.10.3390/buildings13010097 ↗
7. Flexural durability of BFRP bars reinforced geopolymer-based coral aggregate concrete beams conditioned in marine environments10.1016/j.jobe.2024.109959 ↗
8. Experimental study on the flexural fatigue performance of slag/fly ash geopolymer concrete reinforced with modified basalt and PVA hybrid fibers10.1016/j.jobe.2024.109917 ↗
9. A review on basalt fibre and its composites10.1016/j.compositesb.2014.12.034 ↗
10. Justification of rational parameters for manufacturing pump housings made of fibroconcrete10.33271/nvngu/2020-5/068 ↗
11. Aarup, B. (2000, January 17–19). Fibre Reinforced High Performance Concrete for Precast Applications. Proceedings of the Second International Symposium on Prefabrication, Helsinki, Finland.
12. Impact Response of Ultra-High–Strength Fiber–Reinforced Cement Composite
13. Uzawa, T. (2002, January 13–19). Evaluation of Structural Performance of Ultra High Performance Concrete. Proceedings of the First FIB Congress, Osaka, Japan.
14. Effect of Beam Size, Casting Method, and Support Conditions on Flexural Behavior of Ultra–High-Performance Fiber–Reinforced Concrete
15. Optimizing Ultra-High-Performance Fiber-Reinforced Concrete
16. Fracture toughness of geopolymeric concretes reinforced with basalt fibers10.1016/j.cemconcomp.2004.02.044 ↗
17. A short review on basalt fiber reinforced polymer composites10.1016/j.compositesb.2014.12.011 ↗
18. Variability of mechanical properties of basalt fiber reinforced polymer bars manufactured by wet-layup method10.1016/j.matdes.2013.11.081 ↗
19. Tensile properties of a novel fibre reinforced geopolymer composite with enhanced strain hardening characteristics10.1016/j.compstruct.2017.01.085 ↗
20. Thermal and mechanical characteristic investigation of the hybridization of basalt fiber with aramid fiber and carbon fiber10.1002/pc.27022 ↗
21. Du, Y., Zhang, X., Liu, L., Zhou, F., Zhu, D., and Pan, W. (2018). Flexural behaviour of carbon textile-reinforced concrete with prestress and steel fibres. Polymers, 10.10.3390/polym10010098 ↗
22. Durability of basalt fibers and composites in corrosive environments10.1177/0021998314526628 ↗
23. Isametova, M.E., Nussipali, R., Martyushev, N.V., Malozyomov, B.V., Efremenkov, E.A., and Isametov, A. (2022). Mathematical Modeling of the Reliability of Polymer Composite Materials. Mathematics, 10.10.3390/math10213978 ↗
24. Yelemessov, K., Sabirova, L.B., Martyushev, N.V., Malozyomov, B.V., Bakhmagambetova, G.B., and Atanova, O.V. (2023). Modeling and Model Verification of the Stress-Strain State of Reinforced Polymer Concrete. Materials, 16.10.3390/ma16093494 ↗
25. Reliability coefficient for fibreconcrete material
26. Development of alkali-activated binders based on technogenic fibrous materials
27. Fiber reinforced polymer patching binder for concrete pavement rehabilitation and repair10.1016/j.conbuildmat.2013.06.075 ↗
28. Carbon fiber reinforced cement and its stress sensor
29. Vatin, N.I., Hematibahar, M., and Gebre, T.H. (2024). Impact of basalt fiber reinforced concrete in protected buildings: A review. Front. Built Environ., 10.10.3389/fbuil.2024.1407327 ↗
30. Experimental investigation and constitutive modeling of polymer concrete and sand interface10.1061/(ASCE)GM.1943-5622.0000695 ↗
31. Experimental studies of the processes of structure formation of composite mixtures with technogenic mechanoactivated silica component
32. Experimental analysis on tensile and bond properties of PBO and aramid fabric reinforced cementitious matrix for strengthening masonry structures10.1016/j.compositesb.2017.05.048 ↗
33. Experimental investigation of tensile and bond properties of Carbon-FRCM composites for strengthening masonry elements10.1016/j.compositesb.2017.06.018 ↗