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- BUILDING STRUCTURES, BUILDINGS AND FACILITIES
- Improving The Economic Efficiency Of Reinforced Concrete Structures
- UDC 69.07
doi: 10.33622/0869-7019.2025.06.32-38
Nikolay G. KELASYEV1, kelasyev@mail.ru
Nikolay N. TREKIN1,2, nik-trekin@yandex.ru
Emil N. KODYSH1, otks@yandex.ru
Ivan A. TEREKHOV1,3, terekhov-i@mail.ru
Sergey D. SHMAKOV1,3, shmakov.eng@yandex.ru
Andrey V. CHEREPANOV4, usr10642@vyatsu.ru
1 Central Research and Design and Experimental Institute of Industrial Buildings and Structures - TsNIIPromzdaniy, Dmitrovskoe shosse, 46, korp. 2, Moscow 127238, Russian Federation
2 National Research Moscow State University of Civil Engineering, Yaroslavskoye shosse, 26, Moscow 129337, Russian Federation
3 Russian University of Transport, ul. Obraztsova, 9, str. 9, Moscow 127994, Russian Federation
4 Vyatka State University, ul. Moskovskaya, 36, Kirov 610000, Russian Federation
Abstract. The article discusses the issues of reducing reliability coefficients for materials, in particular concrete and reinforcement. The ways of increasing the economic efficiency of reinforced concrete structures, taking into account reserves of strength characteristics of materials, are presented. A study of the reserves contained in the reserve coefficients has been carried out, taking into account the possibility of a special limiting condition in the structures, in which the operation of the structure is unacceptable or difficult. Analysis of regulatory documents, experimental studies and calculations have shown that, subject to compliance with all regulatory requirements laid down at the design stage, as well as taking into account the actual characteristics, the structures have reserves for strength and deformability. Based on the results of the analysis of reserves of building structures, it is proposed to reduce the reliability coefficients for materials, while increasing the responsibility of plant laboratories for the control of damage indicators, as well as to introduce an intermediate gradation of reinforcement classes.
Keywords: reinforced concrete structures, limiting condition of the structure, reliability coefficients, reserves of strength characteristics, deformability, concrete, reinforcement - REFERENCES
1. Lopatto A. E. Artur Ferdinandovich Lolejt. K istorii otechestvennogo zhelezobetona [Artur Ferdinandovich Loleyt. On the history of domestic reinforced concrete]. Moscow, Strojizdat Publ., 1969. 104 p. (In Russ.).
2. Gvozdev A. A. Raschet nesushchej sposobnosti konstrukcij po metodu predel'nogo ravnovesiya [Calculation of the bearing capacity of structures by the limit equilibrium method]. Moscow, Strojizdat Publ., 1949. 280 p. (In Russ.).
3. Keldysh V. M., Gol'denblat I. I. Some issues of the limit state method. Materialy k teorii rascheta konstrukcij po predel'nomu sostoyaniyu [Materials for the theory of calculating structures by the limit state]. Iss. II. Moscow, Strojizdat Publ., 1949, pp. 6-17. (In Russ.).
4. Rzhanicyn A. R. Statistical justification of calculation coefficients. Ibid, pp. 18-52. (In Russ.).
5. Trekin N. N., Kodysh E. N., Terekhov I. A. On the need to standardize the special limit state. XIV Rossijskaya nacional'naya konf. po sejsmostojkomu stroitel'stvu i sejsmicheskomu rajonirovaniyu [XIV Russian National Conference on Earthquake-resistant Construction and Seismic Zoning (Sochi, October 11-15, 2021]. Moscow, RASS, 2021, pp. 129-132. (In Russ.).
6. Chaganov A. B., Cherepanov A. V., Shmakov S. D. Special limit state of reinforced concrete structures. Current status and development prospects of the problem. Inzhenernyj vestnik Dona, 2022, no. 12(96), pp. 669-683. (In Russ.).
7. Kodysh E. N., Trekin N. N., Nikitin I. K., Sosedov K. E. Prakticheskie metody i primery rascheta zhelezobetonnyh konstrukcij iz tyazhelogo betona po SP 63.13330 [Practical methods and examples of calculating reinforced concrete structures made of heavy concrete according to SP 63.13330]. Moscow, Bumazhnik Publ., 2017. 496 p. (In Russ.).
8. Skladnev N. N., Fedyaev N. A. On the methodology for determining reliability factors by purpose. Stroitel'naya mekhanika i raschet sooruzhenij, 1987, no. 2, pp. 3-6. (In Russ.).
9. Kelas'ev N. G., Trekin N. N., Kodysh E. N. et al. Structural solutions for the protection of one-story frame buildings from progressive collapse. Promyshlennoe i grazhdanskoe stroitel'stvo, 2021, no. 3, pp. 17-22. (In Russ.). doi: 10.33622/0869-7019.2021.03.17-22
10. Mamin A. N., Bobrov V. V., Dolgova T. V. et al. Prefabricated monolithic frame of multi-storey buildings made of structures without formwork molding. Promyshlennoe i grazhdanskoe stroitel'stvo, 2022, no. 8, pp. 19-24. (In Russ.). doi: 10.33622/0869-7019.2022.08.19-24
11. Fedorov V. S., Kupchikova N. V., Zolina T. V. Accounting for workers and equipment using digital tools at the construction stage. Potencial intellektual'no odarennoj molodezhi - razvitiyu nauki i obrazovaniya. Materialy XI Mezhdunar. nauch. foruma molodyh uchenyh, innovatorov, studentov i shkol'nikov [The potential of intellectually gifted youth for the development of science and education. Proc. of the XI International Scientific Forum of Young Scientists, Innovators, Students and Schoolchildren (Astrakhan, May 17-18, 2022)]. Astrahan', AGASU Publ., 2022, pp. 583-586. (In Russ.).
12. Eremin K. I. et al. Osobennosti ekspluatacii metallicheskih konstrukcij promyshlennyh zdanij [Features of operation of metal structures of industrial buildings]. Moscow, MISI-MGSU Publ., 2012. 248 p. (In Russ.).
13. Morduhovich I. I. Joint work of the frame and wall enclosure of industrial buildings. Effektivnye konstruktivnye resheniya zhelezobetonnyh elementov mnogoetazhnyh promyshlennyh zdanij. Sb. tr. [Effective structural solutions for reinforced concrete elements of multi-storey industrial buildings. Proc.]. Moscow, TSNIIpromzdanij Publ., 1991, pp. 101-110. (In Russ.).
14. Levitskij V. E., Terekhov I. A. Obsledovanie i ispytanie stroitel'nyh konstrukcij zdanij i sooruzhenij [Inspection and testing of building structures of buildings and structures]. Moscow, MIIT Publ., 2021. 132 p. (In Russ.).
15. Kodysh E. N., Trekin N. N. Special limit state of reinforced concrete structures under emergency impacts. Vestnik NIC "Stroitel'stvo", 2018, no. 1(16), pp. 120-125. (In Russ.).
16. Popov N. N., Plotnikov A. I., Belobrov I. K. Work of bending elements with a decrease in bearing capacity. Beton i zhelezobeton, 1986, no. 6, pp. 19-20. (In Russ.).
17. Plotnikov A. I. Dynamics of elastic-plastic reinforced concrete beams under the action of intense short-term loads of an emergency nature. Dis. Moscow, 1994. 375 p. Available at: https://search.rsl.ru/ru/record/01000172638 (accessed 29.03.2025). (In Russ.).
18. Trekin N. N., Kodysh E. N., Shmakov S. D. et al. Determination of the criteria of deformation in a special limiting state. International Journal for Computational Civil and Structural Engineering, 2021, vol. 1, pp. 108-116. - For citation: Kelasyev N. G., Trekin N. N., Kodysh E. N., Terekhov I. A., Shmakov S. D., Cherepanov A. V. Improving the Economic Efficiency of Reinforced Concrete Structures. Promyshlennoye i grazhdanskoye stroitel'stvo [Industrial and Civil Engineering], 2025, no. 6, рp. 32-38. (In Russ.). doi: 10.33622/0869-7019.2025.06.32-38
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