Deformation of concrete of a reinforced concrete frame in the ultimate state
https://doi.org/10.33979/2073-7416-2025-119-3-73-85
Abstract
A model of static-dynamic deformation of compressed concrete in the ultimate state is proposed, as applied to the calculation scheme of a second-level reinforced concrete frame under a special impact. The main working hypotheses for determining the static-dynamic deformation of concrete are constructed and analytical dependencies are obtained for determining the ultimate deformations in concrete of the compressed zone during the transition of the n-times statically indeterminate system to the (n- 1) system. Concrete of the compressed zone is modeled by a representative volume in the form of a concrete prism of characteristic dimensions. For a reinforced concrete frame, a first-level calculation model with spatial sections simulating a complex stress state in a spatial crack of a complex-stressed beam is constructed. In the frame elements with the considered spatial sections, the distances between cracks and the ultimate deformations of concrete preceding destruction are taken into account.
Keywords
reinforced concrete structures,
calculation models,
compressed concrete,
representative volume,
static-dynamic deformation,
special impact,
destruction
Supporting agencies: This research was funded by the Russian Science Foundation (Grant No. 24-49-10010), https://rscf.ru/project/24-49-10010/.
About the Authors
V. I. Kolchunov
Moscow State University of Civil Engineering (NIU MGSU); Research Institute of Construction Physics of the Russian Academy of Architecture and Construction Sciences
Russian Federation
Russian Federation
Kolchunov Vladimir Iv. - Corresponding Member of the Russian Academy of Architecture and Construction Sciences, Doctor of Technical Sciences, Professor, Professor of the Department of Engineering Graphics and Computer Modeling; Leading Researcher,
Moscow.
T. A. Iliushchenko
Moscow State University of Civil Engineering; Kursk State University
Russian Federation
Russian Federation
Iliushchenko Tatiana A. - Head of the Department of Technical Standardization in the Field of Construction; Senior Lecturer of the Department of Industrial and Civil Engineering. Construction,
Moscow;
Kursk.
S. S. Fedorov
Moscow State University of Civil Engineering
Russian Federation
Russian Federation
Fedorov Sergey S. - Candidate of Technical Sciences, Head of the Department of Engineering Graphics and Computer Modeling,
Moscow.
References
1. Bondarenko V.M., Kolchunov Vl.I. Raschetnye modeli silovogo soprotivleniya zhelezobetona [Calculation Models of Force Resistance of Reinforced Concrete]. Мoscow: ASV Publishing House, 2004. 472 p. (rus).
2. Veruzhsky Yu.V., Kolchunov Vl.I. Metody mekhaniki zhelezobetona [Methods of reinforced concrete mechanics]. Kiev: NAU Book Publishing House. 2005. 653 p. (rus)
3. Golyshev A.B., Kolchunov V.I. Soprotivlenie zhelezobetona [Resistance of reinforced concrete]. Kiev: Osnova, 2009. (rus).
4. Golyshev A.B., Kolchunov V.I., Yakovenko I.A. Soprotivlenie zhelezobetonnyh konstrukcij, zdanij i sooruzhenij, vozvodimyh v slozhnyh inzhenerno-geologicheskih usloviyah [Resistance of reinforced concrete structures, buildings and constructions erected in complex engineering and geological conditions]: Monograph. Kyiv: Talkom, 2015. 371 p (rus).
5. Kolchunov V.I., Fedorova N.V. Nekotorye problemy zhivuchesti zhelezobetonnyh konstruktivnyh sistem pri avarijnyh vozdejstviyah [Some problems of survivability of reinforced concrete structural systems under emergency impacts] // Bulletin of the Scientific Research Center Construction. 2018. No. 1. pp. 115-119. (rus).
6. Kiakojouri F., De Biagi V., Chiaia B., Sheidaii M. R. Progressive collapse of framed building structures: Current knowledge and future prospects // Engineering Structures. 2020. No December 2019 (206). C. 110061.
7. Hammad K., Lofty I., Naiem M. Enhancing Progressive Collapse Resistance in Existing Buildings // Design and Construction of Smart Cities. 2021. P. 39-46.
8. Mitasov V.M., Adishchev V.V. O primenenii energeticheskih sootnoshenij v teorii soprotivleniya zhelezobetona [On the application of energy relations in the theory of resistance of reinforced concrete] // News of universities. Construction and architecture. 1990. No. 4. P. 33-37(rus).
9. Kolchunov Vl.I., Demyanov A.I., Mikhailov M.M. Raschetnye modeli statiko-dinamicheskogo deformirovaniya sistemy zhelezobetonnyh konstrukcij v moment razrusheniya szhatogo betona pri kruchenii s izgibom [Calculation models of static-dynamic deformation of a system of reinforced concrete structures at the moment of destruction of compressed concrete under torsion with bending] // Structural mechanics and calculation of structures. 2019. No. 2. P. 17-26 (rus).
10. Mohajeri Nav F. Analytical investigation of reinforced concrete frames under middle column removal scenario // Adv. Struct. Eng. 2018. № 21.9 P. 1388–1401.
11. Geniev G.A., Kolchunov V.I., Klyueva N.V. Prochnost' i deformativnost' zhelezobetonnyh konstrukcij pri zaproektnyh vozdejstviyah [Strength and deformability of reinforced concrete structures under beyond-design influences]. M.: ASV, 2004. 216 p. (rus).
12. Ahmadi R., Rashidian O., Abbasnia R., Mohajeri Nav F., Usefi N. Experimental and numerical evaluation of progressive collapse behavior in scaled RC beam-column subassemblage //Shock and Vibration. 2016. Т. 2016
13. Azim I., Yang J., Bhatta S., Wang F., Liu Q. F. Factors influencing the progressive collapse resistance of RC frame structures //Journal of Building Engineering. 2020. Т. 27. С. 100986
14. Savin S., Kolchunov V., Fedorova N., Vu N.T. Experimental and Numerical Investigations of RC Frame Stability Failure under a Corner Column Removal Scenario // Buildings. 2023. Vol. 13, № 4. P. 908
15. Tur A., Tur V., Derechennik S., Lizogub A. An innovative safety format for structural system robustness checking // Budownictwo i Architektura. 2020. Vol. 19. P. 67–84
16. SP 385.1325800. 2018. Zashchita zdanij i sooruzhenij ot progressiruyushchego obrusheniya. Pravila proektirovaniya. Osnovnye polozheniya [Protection of buildings and structures from progressive collapse. Design rules. The main provisions]. M.: Standartinform, 2018. P. 19 (rus).
17. Fedorova N. V., Medyankin M. D., Bushova O. B. Opredelenie parametrov statiko- dinamicheskogo deformirovaniya betona [Determination of parameters of static-dynamic deformation of concrete] // Industrial and civil engineering. - 2020. - No. 1. - P. 4-11. - DOI: 10.33622/0869-7019.2020.01.04-11 (rus).
18. Kolchunov V.I., Klyueva N.V., Androsova N.V., Bukhtiyarova A.S. ZHivuchest' zdanij i sooruzhenij pri zaproektnyh vozdejstviyah [Survivability of buildings and structures under beyond-design influences]. M.: ASV Publishing House, 2014. 208 p. (rus)
19. Demyanov A.I., Kolchunov V.I., Salnikov A.S., Mikhailov M.M. Raschetnye modeli statikodinamicheskogo deformirovaniya zhelezobetonnoj konstrukcii pri kruchenii s izgibom v moment obrazovaniya prostranstvennoj treshchiny [Calculation models of static-dynamic deformation of a reinforced concrete structure under torsion with bending at the moment of formation of a spatial crack] // Construction and reconstruction. 2017. No. 3. P. 13-22 (rus)
20. Kolchunov V. I., Demyanov A. I., Mikhailov M. M. Statiko-dinamicheskoe deformirovanie szhatogo betona v neopredelimoj zhelezobetonnoj rame pri izgibe s krucheniem [Static-dynamic deformation of compressed concrete in an indeterminate reinforced concrete frame under bending with torsion] // News of higher educational institutions. Construction. - 2020. - No. 4 (736). - P. 5-21. - DOI: 10.32683/0536-1052-2020-736-4-5-21 (rus)
21. Kolchunov V. I., Moskovtseva V. S. Robustness of reinforced concrete frames with elements experiencing bending with torsion // Engineering Structures. – 2024. – Vol. 314. – P. 118309. – DOI: 10.1016/j.engstruct.2024.118309.
22. Kolchunov Vl.I. Metod raschetnyh modelej soprotivleniya dlya zhelezobetona [Method of calculation models of resistance for reinforced concrete] // Structural mechanics of engineering structures and constructions. 2023. Vol. 19. No. 3. P. 261–275. http://doi.org/10.22363/1815-5235-2023-19-3-261-275 (rus)
Review
For citations:
Kolchunov V.I., Iliushchenko T.A., Fedorov S.S. Deformation of concrete of a reinforced concrete frame in the ultimate state. Building and Reconstruction. 2025;(3):73-85. (In Russ.) https://doi.org/10.33979/2073-7416-2025-119-3-73-85
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