Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences

Tat&#039;yana Belash; Anatoliy Kuznecov; Dina Volodchenko

doi:10.20295/1815-588X-2024-01-85-102

UDC

69 69.07 692 699.86 699.88

ANALYSIS OF THE STRESS-STRAIN STATE OF NODAL JOINTS OF HIGH-RISE BUILDINGS TAKING INTO ACCOUNT CLIMATIC INFLUENCES Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences

АА Аа

Published in Proceedings of Petersburg Transport University · Pages 85–102 · Rubric: GENERAL TECHNICAL PROBLEMS AND SOLUTION APPROACH

DOI: https://doi.org/10.20295/1815-588X-2024-01-85-102

Received: 16.03.2024 Accepted: 29.03.2024 Published: 29.03.2024

Authors

Tat'yana Belash

Anatoliy Kuznecov

ORCID Scopus ResearcherID SPIN

Dina Volodchenko

Tat'yana Belash

Academic degree: doctor of technical sciences

Science rang: professor

JSC Research Center of Construction Advisor to the RAASN · Department of Building Structures, Buildings and Structures · Russian Federation · Moscow

Anatoliy Kuznecov

Academic degree: candidate of technical sciences

Emperor Alexander I Petersburg State Transport University Dean · Department of Building Structures, Buildings and Structures · Russian Federation · Saint Petersburg

ORCID Scopus ResearcherID SPIN

Dina Volodchenko

FSBEI HE "Emperor Alexander I St. Petersburg State Transport University" Graduate student · Department of Building Structures, Buildings and Structures

ABSTRACT

Purpose: to analyze the design solutions of the junctions of floors with external walls in buildings erected using monolithic technology. To identify defects and damages that occur on facades and overlaps with perforations for thermal pads during construction and operation. To investigate by numerical methods the stress-strain state of the overlap disk at the junction with the outer wall, taking into account temperature influences. Materials and methods: the standard version of the nodal connection of a monolithic building of various storeys is considered. The fragment of the junction joint of the overlap disk with the wall was modeled in the Ansys and SCAD software complexes. The model consisted of an anisotropic material — concrete and reinforcement rods included in it. The behavior of the stress-strain state under various temperature influences was studied. Results: numerically, taking into account geometric parameters and temperature loads, the patterns affecting the nature of changes in the values of normal stresses in the characteristic sections of the perforated plate are revealed and the existing types of design solutions are evaluated. The locations of stress concentration zones and their impact on performance are determined. Practical significance: it is shown that the most dangerous cross-section in perforated discs of overlaps takes place at the key joints. It is determined that vulnerability in such compounds is caused by the influence of alternating cyclic temperatures. Patterns leading to an increase in normal stresses at stress concentration sites have been established. Fundamentally new design solutions have been proposed, protected by utility model patents, which allow to reduce stress values and thereby ensure higher performance in monolithic buildings, including high-rise ones.

KEYWORDS

finite element method, reinforced concrete monolithic slabs, numerical calculation methods, temperature and climatic effects

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1. Volkova O. E. Monolitnoe domostroenie v sovremennom stroitel'stve / O. E. Volkova, K. A. Sidorenko // Trudy Bratskogo gosudarstvennogo universiteta. Seriya: Estestvennye i inzhenernye nauki. - 2021. - T. 1. - S. 146-149.

2. Kuznetsov A. V. Energy Efficient Design Solution for the Interface Node Between the Floor Slab and the Wall / A. V. Kuznetsov, A. M. Demin // International Scientific Siberian Transport Forum TransSiberia - 2021, Novosibirsk, 11-14 maya 2021 goda. - Switzerland: Springer Nature Switzerland AG, 2022. - P. 799- 807. - DOI:https://doi.org/10.1007/978-3-030-96380-4_87.

3. Kuznetsov A. V., Zimin S. S. Temperature stresses in the perforated overlap disc / A. V. Kuznetsov, S. S. Zimin // Construction of Unique Buildings and Structures. - 2022. - No. 3(101). - P. 10103. - DOI: 10.4123.

4. Sidorov V. N., Primkulov A. M. Chislenno-analiticheskoe reshenie nestacionarnoy zadachi teploprovodnosti s peremennymi teplofizicheskimi parametrami sredy / V. N. Sidorov // Vestnik MGSU. - 2023. - T. 18, № 5. - S. 685-696. - DOI:https://doi.org/10.22227/1997-0935.2023.5.685-696.

5. Lebedeva A. V. Vliyanie temperaturno-klimaticheskih vozdeystviy na napryazhenno-deformirovannoe sostoyanie monolitnogo zhelezobetonnogo karkasa zdaniya / A. V. Lebedeva, S. A. Tumakov // Zhilischnoe hozyaystvo i kommunal'naya infrastruktura. - 2019. - № 4 (11). - S. 9-14.

6. Sotnikova O. A., Celyarickaya M. I., Paschenko Yu. O. Analiz «mostikov holoda» s cel'yu vyyavleniya nedostatkov monolitnogo domostroeniya v g. Voronezhe. Izvestiya Yugo-Zapadnogo gosudarstvennogo universiteta. - 2022. - № 26 (3). - S. 21-34. DOI:https://doi.org/10.21869/2223-1560-2022-26-3-21-34.

7. Merita G., Flogerta K., Klodjan Xh. Study of thermal performance of prefabricate large panel buildings// Proceedings of the 2nd Croatian Conference on 17 Earthquake Engineering - 2CroCEE. DOI: 10.5592/ CO/2CroCEE.2023.63.

8. Ischuk M. K., Ischuk E. M., Ayzyatullin H. A., Cheremnyh V. A. Defekty naruzhnyh sten s licevym sloem iz pustotelogo kirpicha // Promyshlennoe i grazhdanskoe stroitel'stvo. - 2022. - № 4. - S. 29-35. - DOI:https://doi.org/10.33622/0869-7019.2022.04.29-35.

9. Zimin S. S. Napryazhenno-deformirovannoe sostoyanie kirpichnoy oblicovki v oblasti sopryazheniya s plitami perekrytiya pri otsutstvii deformacionnogo shva / S. S. Zimin, A. Yu. Sudar', E. I. Vasil'eva // Stroitel'stvo unikal'nyh zdaniy i sooruzheniy. - 2018. - № 8 (71). - S. 13-21. - DOI:https://doi.org/10.18720/CUBS.71.2. - EDN CXJFDV.

10. Orlovich R. B. Povrezhdenie kamennogo licevogo sloya v zone sopryazheniya s zhelezobetonnymi perekrytiyami / R. B. Orlovich, V. N. Derkach, S. S. Zimin // Inzhenerno-stroitel'nyy zhurnal. - 2015. - № 8 (60). - S. 30-37. - DOIhttps://doi.org/10.5862/MCE.60.4.

11. Derkach V. N., Gorshkov A. S., Orlovich R. B. Problemy treschinostoykosti stenovogo zapolneniya karkasnyh zdaniy iz yacheisto-betonnyh blokov / V. N. Derkach, A. S. Gorshkov, R. B. Orlovich // Stroitel'nye materialy. - 2019. - № 3. - S. 52-56. - DOI:https://doi.org/10.31659/0585-430X-2019-768- 3-52-56. - EDN TBACNL.

12. Luigi Coppola, Beretta Silvia, Bignozzi Chiara Maria, Francesco Todaro. The Improvement of Durability of Reinforced Concretes for Sustainable Structures: A Review on Different Approaches. - April 2022 - Materials 15 (8): 2728. - DOI: 10.3390/ ma15082728.

13. Tamrazyan A. G. The influence of depth of tensile concrete deterioration on the load bearing strength and deflections of corrosion-damaged floor slabs /A.G. Tamrazyan, A. A. Minasyan // VI integration, partnership and innovation in construction science and education. Matec. - 2018. - Vol. 251, 02012. - 6 r.

14. Zheldakov D. Yu., Ponomarev O. I, Minasyan A. A., Tursukov S. A. Ocenka dolgovechnosti kirpichnyh i kamennyh konstrukciy pri provedenii inzhenernyh izyskaniy / D. Yu. Zheldakov, O. I. Ponomarev, A. A. Minasyan, S. A.Tursukov // Vestnik NIC Stroitel'stvo. - 2023. - № 1 (36). - S. 27-40. - DOI:https://doi.org/10.37538/2224- 9494-2023-1(36)-27-40.

15. Kramarchuk A., Ilnytskyy B., Kopiika N. Ensuring the Load-Bearing Capacity of Monolithic Reinforced Concrete Slab Damaged by Cracks in the Compressed Zone// Proceedings of EcoComfort 2022/ January 2023. DOI:https://doi.org/10.1007/978-3-031-14141-6_21.

16. Sotnikova O. A. Analiz «mostikov holoda» s cel'yu vyyavleniya nedostatkov monolitnogo domostroeniya v g. Voronezhe / O. A. Sotnikova, M. I. Celyarickaya, Yu. O. Paschenko // Izvestiya Yugo-Zapadnogo gosudarstvennogo universiteta. - 2022. - T. 26, № 3. - S. 21-34. - DOI:https://doi.org/10.21869/2223-1560-2022-26-3-21-35.

17. Tomakov V. I., Tomakov M. V., Pahomova E. G., Andrienko V. V. Analiz prichin obrusheniya opalubochnyh sistem v stroyaschihsya zdaniyah pri ustroystve monolitnyh perekrytiy // Izvestiya Yugo-Zapadnogo gosudarstvennogo universiteta. Seriya: Tehnika i tehnologii. - 2018. - T. 8, № 4(29). - S. 79-92. - EDN PNTULV.

18. Tihonov I. N., Kozelkov M. M. Raschet i konstruirovanie zhelezobetonnyh monolitnyh perekrytiy zdaniy s uchetom zaschity ot progressiruyuschego obrusheniya / I. N. Tihonov, M. M. Kozelkov // Beton i zhelezobeton. - 2009. - № 3. - S. 2-8.

19. Kolchunov V. I. Napryazhenno-deformirovannoe sostoyanie nagruzhennogo i korrozionno-povrezhdennogo zhelezobetona v zone naklonnyh treschin / V. I. Kolchunov, M. S. Gubanova // Nauchnyy vestnik Voronezhskogo gosudarstvennogo arhitekturno-stroitel'nogo universiteta. Stroitel'stvo i arhitektura. - 2016. - № 2 (42). - S. 11-22.

20. Yarov V. A. Issledovaniya napryazhenno-deformirovannogo sostoyaniya monolitnyh perekrytiy, vypolnennyh s teploizoliruyuschimi vstavkami / V. A. Yarov, A. A. Koyankin, K. V. Skripal'schikov // Vestnik MGSU. - 2010. - № 1. - Proceedings of Petersburg Transport University 18 2024/1

21. Korsun V. I. Napryazhenno-deformirovannoe sostoyanie zhelezobetonnyh konstrukciy v usloviyah temperaturnyh vozdeystviy. - Makeevka: DonGASA, 2003. - 153 s.

22. Dovzhenko O. A. Effektivnye shponochnye soedineniya mnogopustotnyh plit perekrytiy so stenami v sovremennom krupnopanel'nom domostroenii / O. A. Dovzhenko, V. V. Pogrebnoy,L. V. Karabash // Nauka i tehnika. - 2018. - T. 17, № 2. - S. 146-156. - DOI:https://doi.org/10.21122/2227-1031- 2018-17-2-146-156. - EDN YNQSHZ.

23. Kolchunov V. I., Moskovceva V. S., Bushova O. B., Zhukov D. I. Raschetnyy analiz sposobov zaschity monolitnyh karkasov mnogoetazhnyh zdaniy s ploskimi perekrytiyami ot progressiruyuschego obrusheniya // Stroitel'stvo i rekonstrukciya. - 2021. - № 4 (96). - S. 35-44. - DOI:https://doi.org/10.33979/2073-7416-2021-96-4-35-44.

24. Al'himenko A. I. Vliyanie temperatury zamykaniya pri vozvedenii na napryazheniya v nesuschih konstrukciyah / A. I. Al'himenko, A. I. Snegirev // Inzhenerno-stroitel'nyy zhurnal. - 2008. - № 2 (2). - S. 8-16.

25. Erofeev V. T., El'chischeva T. F., Levcev A. P. [i dr.] Termicheskoe soprotivlenie naruzhnyh ograzhdayuschih konstrukciy pri peremennom teplovom potoke // Promyshlennoe i grazhdanskoe stroitel'stvo. - 2022. - № 10. - S. 4-13. - DOI:https://doi.org/10.33622/0869-7019.2022.10.04-13.

26. Varlamov A. A., Shishlonov E. A., Tkach E. N. [i dr.] Zakonomernosti svyazi napryazheniy i deformaciy v betone / A. A. Varlamov, E. A. Shishlonov, E. N. Tkach [i dr.] // Academy. - 2016. - № 2 (5). - S. 7-16.

27. Barabanshchikov Iu. G. The Influence of Concrete Composition on the Ratio of Strength to Elastic Modulus as a Criterion of Crack Resistance / Iu. G. Barabanshchikov, T. H. Pham // Construction of Unique Buildings and Structures. - 2021. - No 4 (97). - P. 9704. - DOI:https://doi.org/10.4123/CUBS.97.4.

28. Kuznecov A. V. Patent na poleznuyu model' № 199000 U1 Rossiyskaya Federaciya, MPK E04B 1/78. Ustroystvo dlya povysheniya teplozaschitnyh kachestv naruzhnoy steny zdaniya: № 2020111631: zayavl. 19.03.2020: opubl. 06.08.2020 / A. V. Kuznecov; zayavitel' Federal'noe gosudarstvennoe byudzhetnoe obrazovatel'noe uchrezhdenie vysshego obrazovaniya «Peterburgskiy gosudarstvennyy universitet putey soobscheniya Imperatora Aleksandra I».

29. Kuznecov A. V. Patent na poleznuyu model' № 199001 U1 Rossiyskaya Federaciya, MPK E04B 1/78. Ustroystvo dlya utepleniya naruzhnoy steny zdaniya: № 2020111623: zayavl. 19.03.2020: opubl. 06.08.2020 / A. V. Kuznecov, M. V. Kalushin, A. M. Demin; zayavitel' Federal'noe gosudarstvennoe byudzhetnoe obrazovatel'noe uchrezhdenie vysshego obrazovaniya «Peterburgskiy gosudarstvennyy universitet putey soobscheniya Imperatora Aleksandra I».

30. Kuznecov A. V. Uzly sopryazheniya diska perekrytiya s ograzhdayuschimi stenovymi konstrukciyami v monolitnom domostroenii: dissertaciya … kandidata tehnicheskih nauk: 2.1.1 / Kuznecov Anatoliy Vsevolodovich [Mesto zaschity: FGBOU VO «Sankt-Peterburgskiy gosudarstvennyy arhitekturno-stroitel'nyy universitet»; Dissovet 24.2.380.01 (D 212.223.03)]. - Sankt-Peterburg, 2022. - 206 s

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Belash T. A., Kuznecov A. V., Volodchenko D. G. Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences // Proceedings of Petersburg Transport University. 2024. no. 1. pp. 85-102. DOI: https://doi.org/10.20295/1815-588X-2024-01-85-102. (Date of access 16.09.2026).

MLA

Tat'yana Belash, Kuznecov A. V., Volodchenko D. G.. "Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences." Proceedings of Petersburg Transport University 21.1 (2024): 85-102. DOI: https://doi.org/10.20295/1815-588X-2024-01-85-102.

APA

Belash T. A., Kuznecov A. V., Volodchenko D. G. (2024). Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences. Proceedings of Petersburg Transport University, 21(1), 85-102. https://doi.org/10.20295/1815-588X-2024-01-85-102

Chicago

Tat'yana Belash, Kuznecov A. V., Volodchenko D. G.. "Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences." Proceedings of Petersburg Transport University 21, no. 1 (2024): 85-102. https://doi.org/10.20295/1815-588X-2024-01-85-102.

WIKI

{{cite journal | author = Belash T. A., Kuznecov A. V., Volodchenko D. G. | title = Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences | journal = Proceedings of Petersburg Transport University | year = 2024 | volume = 21 | issue = 1 | pages = 85-102 | doi = 10.20295/1815-588X-2024-01-85-102 }}

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ANALYSIS OF THE STRESS-STRAIN STATE OF NODAL JOINTS OF HIGH-RISE BUILDINGS TAKING INTO ACCOUNT CLIMATIC INFLUENCES Analysis of the stress-strain state of nodal joints of high-rise buildings taking into account climatic influences

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