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Mechanical properties of fine-grained carbonate concretes with a complex additive, including fine limestone filler and superplasticizer
- Authors: Belov V.V.1, Kuliaev P.V.1, Barkaya T.R.1
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Affiliations:
- Tver State Technical University
- Issue: Vol 19, No 2 (2023)
- Pages: 251-257
- Section: Construction materials and products
- URL: https://journals.rudn.ru/structural-mechanics/article/view/35860
- DOI: https://doi.org/10.22363/1815-5235-2023-19-2-251-257
- EDN: https://elibrary.ru/DMOFUJ
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Abstract
The stress-strain properties of fine-grained carbonate concretes, despite the fact that they have proven themselves well in various types of construction, have not been studied to the same extent as the deformation and strength properties of traditional heavy concrete. The object of the study is to find ways to improve the physical and mechanical properties of fine-grained carbonate concretes by using a mineral complex additive consisting of a finely dispersed limestone filler and a superplasticizer in the composition of concrete. The relationship between the ultimate values of strength characteristics (cubic strength) and crack-initiating stresses and deformations for conventional and carbonate fine-grained concrete compositions were analyzed. Through the damping mechanism of the cracking process in concrete, due to the joint work of a superplasticizer and a carbonate microdisperse filler a composition of carbonate fine-grained concrete was obtained, capable of resisting static and dynamic loads, with a dense structure and increased reliability and durability.
About the authors
Vladimir V. Belov
Tver State Technical University
Author for correspondence.
Email: vladim-bel@yandex.ru
ORCID iD: 0000-0002-0761-6460
Doctor of Technical Sciences, Professor, adviser of the Russian Academy of Architecture and Building Sciences, Head of the Department of Building Materials and Structures
Tver, Russian FederationPavel V. Kuliaev
Tver State Technical University
Email: p.kuliaev@yandex.ru
ORCID iD: 0000-0001-8762-215X
Candidate of Technical Sciences, Associate Professor, Associate Professor of the Department of Constructions and Structures
Tver, Russian FederationTemur R. Barkaya
Tver State Technical University
Email: btrs@list.ru
ORCID iD: 0000-0002-0012-1430
Candidate of Technical Sciences, Associate Professor, Head of the Department of Constructions and Structures
Tver, Russian FederationReferences
- Yu R., Spiesz P., Brouwers H.J.H. Mix design and properties assessment of ultra-high performance fibre reinforced concrete (UHPFRC). Cement and Concrete Research. 2014;56:29-39. https://doi.org/10.1016/j.cemconres.2013.11.002
- Belov V.V., Subbotin S.L., Kulyaev P.V. Strength and deformation properties of concretes with carbonate microfillers. Stroitelnye Materialy. 2015;(3):25-29. (In Russ.) Available from: https://www.elibrary.ru/download/elibrary_23108568_67985513.pdf (accessed: 11.02.2023)
- Chaid R., Jauberthie1 R., Boukhaled A. Effet de l’ajoutcalcairesur la durabilite des betons. Lebanese Science Journal. 2010;11(1):92-103. Available from: https://lsj.cnrs.edu.lb/wp-content/uploads/2015/12/chaid.pdf (accessed: 21.01.2023).
- Desnerck P., De Schutter G., Taerwe L. Stress-strain behavior of self-compacting concretes containing limestone fillers. Structural Concrete. 2012;13(2):95-101. https://doi.org/10.1002/suco.201100056
- Berdov G.I., Ilina L.V., Zyryanova V.N., Nikonenko N.I., Melnikov A.V. Improving the properties of composite building materials by introducing mineral microfillers. Stroyprofi: Building Technologies and Concrete. 2012;(2):26-30. (In Russ.) Available from: http://stroy-profi.info/files/pdf/2/stroyprofi-2-26.pdf (accessed: 07.04.2023).
- Singh M., Siddik R. Properties of concrete containing a large amount of coal ash as a fine aggregate. Journal of Cleaner Production. 2015;91:269-278.https://doi.org/10.1016/j.jclepro.2014.12.026
- Kou S.S., Poon S.S. Properties of concrete prepared using fine crushed stone, kiln bottom ash and fine recycled aggregate as fine aggregates. Construction and Building Materials 2009;23(8):2877-2886. https://doi.org/10.1016/j.conbuildmat.2009.02.009
- Linda Amel C., Kadri E.H., Sebaibi Y., Sualkhi H. Influence of dune sand and pumice on the mechanical and thermal properties of lightweight concrete. Construction and Building Materials. 2018;133:209-218. http://doi.org/10.1016/j.conbuildmat.2016.12.043
- Zaetang Y., Wongsa A., Sata V., Chindaprasirt P. Use of coal ash as geopolymer binder and coarse aggregate in pervious concrete. Construction and Building Materials. 2015;96:289-295. https://doi.org/10.1016/j.conbuildmat.2015.08.076
- Belov V., Kuliaev P., Barkaya T. Dynamic characteristics of reinforced concrete beams made of carbonate concrete. Materials Research Proceedings. 2022;21:209-213.
- Belov V., Kuliaev P., Artemyev A. Pressed concrete based on depleted raw material mixture. AIP Conference Proceedings. 2022;2503:060005. https://doi.org/10.1063/5.0099416
- Rakhimov R.Z., Rakhimova N.R. Topological models of the structure and structural elements of composite construction materials. Cement and Its Applications. 2011;(11-12):62-68. (In Russ.)
- Gorynin I.V., Kuznetsov P.A. Structural and functional nanostructured materials. Nanotekhnologii, Ekologiya, Proizvodstvo. 2011;(8):116-121. (In Russ.)
- Tretyakov Yu.D. Evolution of nanomaterials, nanoparticles, nanostructures and the problem of health. Nanotekhnologii, Ekologiya, Proizvodstvo. 2011;(1):98-106. (In Russ.)
- Goldman A., Bentur A. Effects of pozzolanic and non-reactive fillers on the transition zone of high strength concrete. Proceedings of International Symposium on Interfaces in Cementitious Composites, Toulouse, 1992. London; 1993. p. 53-62.
- Moser B., Pfeifer C. Microstructure and durability of ultra-high performance concrete. Proceedings of the Second International Symposium on Ultra High Performance Concrete. 2008;10:417-424.
- Sobolev K., Flores Vivian I., Hermosillo R., Torres-Martínez L. Nanomaterials and nanotechnology for high-performance cement composites. ACI Materials Journal. 2008;254:93-120.
