High-Performance Concrete for Industrial Construction and Mechanical Engineering

Number of journal: 12-2024
Autors:

Lavrov I.Yu.,
Beregovoy V.A.

DOI: https://doi.org/10.31659/0585-430X-2024-831-12-42-48
УДК: 666.972.1

 

AbstractAbout AuthorsReferences
The multicomponent composition of the raw material mixture and the heterogeneity of the structure of highly functional concretes at various scale levels make it possible to effectively control the formation of indicators of its damping properties due to prescription and technological factors. Experimental compositions included Portland cement, quartz sand, granite screening, silica, metacaolin, quartz flour, microcalcite, shrinkage compensators, hyperplasticizer and reinforcing microfiber. The hydrodynamic properties were investigated by methods of free and forced oscillations.Experimental compositions included Portland cement, quartz sand, granite screening, silica, metacaolin, quartz flour, microcalcite, shrinkage compensators, hyperplasticizer and reinforcing microfiber. The hydrodynamic properties were investigated by methods of free and forced oscillations.Experimental compositions included Portland cement, quartz sand, granite screening, silica, metacaolin, quartz flour, microcalcite, shrinkage compensators, hyperplasticizer and reinforcing microfiber. The hydrodynamic properties were investigated by methods of free and forced oscillations.A laboratory complex of vibrodynamic tests has been developed that provides automated processing of the amplitudes of bending damping vibrations of the first mode of concrete samples to calculate the dynamic modulus of elasticity and the logarithmic decrement of attenuation. The high accuracy of the results obtained made it possible to identify the nature of the influence of various prescription factors (consumption of cement, pozzolan additives, microfiber, shrinkage compensators) on the dynamic modulus of elasticity and damping of concrete. An increase in the value of concrete damping (by 1.22 times) was established with an increase in cement consumption from 300 to 734 kg/m3. The introduction of shrinkage compensators, differing in the mechanism of action, made it possible to obtain non-shrinkable injection molding compositions and favorably affects the vibrodynamic parameters correlating with the magnitude of the overall heterogeneity of the microstructure of concrete.The results of the research have been tested in the manufacture of prototypes of concrete and reinforced concrete cutting machines (small-sized milling machine), as well as laboratory testing equipment.
I.Yu. LAVROV, Postgraduate Student (This email address is being protected from spambots. You need JavaScript enabled to view it.),
V.A. BEREGOVOY, Doctor of Sciences (Engineering), Professor (This email address is being protected from spambots. You need JavaScript enabled to view it.)

Penza State University of Architecture and Construction (28, Titova Street, Penza, 440028, Russian Federation)

1. Калашников В.И., Володин В.М., Ерофеева И.В., Абрамов Д.А. Высокоэффективные самоуплотняющиеся порошково-активированные песчаные бетоны и фибробетоны // Современные проблемы науки и образования. 2015. № 1–2. С. 110–117. EDN: TXUWOL
1. Kalashnikov V.I., Volodin V.M., Erofeeva I.V., Abramov D.A. Highly efficient self-compacting powder-activated sand concretes and fiber-reinforced concretes. Sovremennye problemy nauki i obrazovaniya. 2015. No. 1–2, pp. 110–117. (In Russian). EDN: TXUWOL
2. Калашников В.И. Эволюция развития составов и изменение прочности бетонов. Бетоны настоящего и будущего. Ч. 1. Изменение составов и прочности бетонов // Строительные материалы. 2016. № 1. С. 96–103. EDN: VPWHMH
2. Kalashnikov V.I. Evolution of compositions and strength changes in concretes. Concretes of the present and future. Part 1. Stroitel’nye Materialy [Construction Materials]. 2016. No. 1, pp. 96–103. (In Russian). EDN: VPWHMH
3. Möhring H.C., Brecher C., Abele E., Fleischer J., Bleicher F. Materials in machine tool structures. CIRP Annals. 2015. Vol. 64, Iss. 2, pp. 725–748. https://doi.org/10.1016/j.cirp.2015.05.005
4. Калашников В.И., Москвин Р.Н., Белякова Е.А. Применение бетона нового поколения в машиностроении. X Международная конференция «Механика, ресурс и диагностика материалов и конструкций»: Сборник материалов. Екатеринбург. 16–20 мая 2016. С. 173–174. EDN: VXMBCX
4. Kalashnikov V.I., Moskvin R.N., Belyakova E.A. Application of new generation concrete in mechanical engineering. X International Conference «Mechanics, Resource and Diagnostics of Materials and Structures» collection of materials. Ekaterinburg. May 16–20, 2016, pp. 173–174. (In Russian). EDN: VXMBCX
5. Liang C., Xiao J., Wang Y., Wang C., Mei S. Relationship between internal viscous damping and stiffness of concrete material and structure. Structural Concrete. 2021. Vol. 22. No. 3, pp. 1410–1428. https://doi.org/10.1002/suco.202000628
6. Ashby M.F. Materials selection in mechanical design. 3rd ed. Oxford (Conn.): Elsevier/Butterworth Heinemann. 2005. 602 p. https://doi.org/10.1016/C2009-0-25539-5
7. Ansari M., Tartaglione F., Koenke C. Experimental validation of dynamic response of small-scale metaconcrete beams at resonance vibration. Materials. 2023. Vol. 16. Iss. 14, pp. 5029–5045. https://doi.org/10.3390/ma16145029
8. Carbajo J., Poveda P., Segovia E., Rincón E., Ramis J. Determination of dynamic elastic modulus of materials under a state of simple stresses by using electrodynamic actuators in beam-type mechanical elements. Materials Letters. 2022. Vol. 320. 132383. https://doi.org/10.1016/j.matlet.2022.132383
9. Macioski G., de Oliveira V., Medeiros M. Strain, natural frequency, damping coefficient and elastic modulus of mortar beams determined by fiber Bragg grating (FBG) sensors. Revista IBRACON de Estruturas e Materiais. 2021. Vol. 14, pp. 1–17. https://doi.org/10.1590/S1983-41952021000300012
10. Kaewunruen S., Li D., Chen Y., Xiang Z. Enhancement of dynamic damping in eco-friendly railway concrete sleepers using waste-tyre crumb rubber. Materials. 2018. Vol. 11. Iss. 7, pp. 1169–1189. https://doi.org/10.3390/ma11071169
11. Zhang W., Zeng W., Zhang Y., Yang F., Wu P., Xu G., Gao Y. Investigating the influence of multi-walled carbon nanotubes on the mechanical and damping properties of ultra-high performance concrete. Science and Engineering of Composite Materials. 2020. Vol. 27, pp. 433–444. https://doi.org/10.1515/secm-2020-0046
12. Травуш В.И., Ерофеев В.Т., Черкасов В.Д., Емельянов Д.В., Ерофеева И.В. Демпфирующие свойства цементных композитов // Промышленное и гражданское строительство. 2018. № 5. С. 34–39. EDN: XQZTBB
12. Travush V.I., Erofeev V.T., Cherkasov V.D., Emelyanov D.V., Erofeeva I.V. Damping properties of cement composites. Promyshlennoe i grazhdanskoe stroitel’stvo. 2018. No. 5, pp. 34–39. (In Russian). EDN: XQZTBB
13. Лавров И.Ю., Береговой В.А. Лабораторный комплекс для исследования вибродинамических показателей конструкционных бетонов // Региональная архитектура и строительство. 2023. № 4 (57). С. 56–65. EDN: FKWUAY.
https://doi.org/10.54734/20722958_2023_4_56
13. Lavrov I.Yu., Beregovoy V.A. Laboratory complex for studying vibration dynamic parameters of structural concretes. Regional’naya arkhitektura i stroitel’stvo. 2023. No. 4 (57), pp. 56–65. (In Russian). EDN: FKWUAY. https://doi.org/10.54734/20722958_2023_4_56
14. Кольский Г. Волны напряжения в твердых телах. М.: Издательство иностранной литературы, 1955. 192 с.
14. Kol’skiy G. Volny napryazheniya v tverdykh telakh [Stress waves in solids]. Moscow: Publishing house of foreign literature. 1955. 192 p.
15. Лавров И.Ю., Береговой В.А. Компенсация усадочных деформаций мелкозернистых бетонов для монолитных вибронагруженных конструкций // Цемент и его применение. 2024. № 3. С. 70–75. EDN: UPWBTS
15. Lavrov I.Yu., Beregovoy V.A. Compensation of shrinkage deformations of fine-grained concretes for monolithic vibration-loaded structures. Tsement i ego primenenie. 2024. No. 3, pp. 70–75. (In Russian). EDN: UPWBTS

For citation: Lavrov I.Yu., Beregovoy V.A. Highly functional concretes for industrial construction and mechanical engineering. Stroitel'nye Materialy [Construction Materials]. 2024. No. 12, pp. 42–48. (In Russian). https://doi.org/10.31659/0585-430X-2024-831-12-42-48


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