Accounting For The Mutual Influence Of Defects On The Technical Condition Category Of Structures
Abstract
During service life, various defect types within a single structural element may adversely affect the propagation rate of adjacent defects, accelerating their progression toward critical dimensions. This synergistic defect interaction facilitates structural deterioration, potentially leading to failure states. This research establishes the boundaries of interaction zones between proximate defects affecting load-bearing capacity, examining reinforced concrete beams as representative critical flexural members. The investigation considers the combined effects of reinforcement corrosion reducing bar cross-sectional area and concrete section loss in the compression zone.
About the Authors
I. A. Terekhov
Russian University of Transport
Russian Federation
Russian Federation
Terekhov Ivan Alexandrovich - Candidate of Technical Sciences (Ph.D.), Associate Professor of the Department of Building Structures, Buildings and Facilities
127994, GSP-4, Moscow, Obraztsova Street, 9, Building 9
A. V. Yamalov
Central Research and Design Institute of Industrial Buildings and Structures JSC
Russian Federation
Russian Federation
Yamalov Alexander Viktorovich - Postgraduate Student, Research Associate of the Department of Scientific Research and Development of Structural Systems
127238, Moscow, Dmitrovskoye Shosse, 46, Building 2
References
1. Chaganov A. B. Analiz metodov otsenki dolgovechnosti i srokov sluzhby promyshlennykh zdanii [Analysis of methods for assessing durability and service life of industrial buildings] / A. B. Chaganov, D. S. Muravyeva // Dnevnik nauki. — 2019. — № 10(34). — P. 14.
2. Kupchikova N. V. Tekhnologiya rekonstruktsii, sanatsii i kapitalnogo remonta zdanii, vklyuchaya ekspertizu geopodosnovoy, osnovanii i fundamentov [Technology of reconstruction, rehabilitation and major repair of buildings, including examination of geological subbase, foundations and footings] / N. V. Kupchikova. — Astrakhan: Astrakhanskii gosudarstvennyi arkhitekturno-stroitelnyi universitet, 2019. — 105 p. — ISBN978-5–93026–077–9.
3. Alexander M. Durability, service life prediction, and modelling for reinforced concrete structures — review and critique / M. Alexander, H. Beushausen // Cement and Concrete Research. — 2019. — Vol. 122. — P. 17–29. — DOI: 10.1016/j.cemconres.2019.04.018.
4. Zheng Y. A review of the mechanical properties and durability of basalt fiber-reinforced concrete / Y. Zheng, Y. Zhang, J. Zhuo, Y. Zhang, C. Wan // Construction and Building Materials. — 2022. — Vol. 359. — URL: https://doi.org/10.1016/j.conbuildmat.2022.129360 (accessed: 28.08.2025).
5. Mechanical safety of reinforced concrete structures at all stages of the life cycle / I. A. Terekhov, N. N. Trekin, E. N. Kodysh, S. D. Shmakov // E3S Web of Conferences: XXVI International Scientific Conference «Construction the Formation of Living Environment» (FORM-2023), Tashkent, April 26–28, 2023. — Vol. 410. — EDP Sciences, 2023. — P. 02012. — DOI: 10.1051/e3sconf/202341002012.
6. The improvement of protection methods from the progressive collapse of one-storey industrial buildings / N. N. Trekin, E. N. Kodysh, N. G. Kelasiev [et al.] // Journal of Physics: Conference Series: International Scientific Conference on Modelling and Methods of Structural Analysis 2019, MMSA 2019, Moscow, November 13–15, 2019. — Vol. 1425. — Moscow: Institute of Physics Publishing, 2020. — P. 012050. — DOI: 10.1088/1742-6596/1425/1/012050.
7. Bondarenko V. M. Modeli v teoriyakh deformatsii i razrusheniya stroitelnykh materialov [Models in theories of deformation and failure of construction materials] / V. M. Bondarenko, V. S. Fedorov // Academia. Arkhitektura i stroitelstvo. — 2013. — № 2. — P. 103–105.
8. Fedorov V. S. Model termosilovogo soprotivleniya zhelezobetonnykh elementov sterzhnevykh konstruktsii [Model of thermomechanical resistance of reinforced concrete elements of frame structures] / V. S. Fedorov, V. E. Levitskii, I. A. Solovyev // Stroitelstvo i rekonstruktsiya. — 2015. — № 5(61). — P. 47–55.
9. Pshenichkina V. A. Otsenka ostatochnogo resursa nesushchikh zhelezobetonnykh konstruktsii ekspluatiruemykh promyshlennykh zdanii [Assessment of residual resource of load-bearing reinforced concrete structures of industrial buildings in operation] / V. A. Pshenichkina, K. N. Sukhina, V. S. Babalich, K. A. Sukhin. — Moscow: ASV, 2017. — 176 p.
10. Kelasyev N. G. Konstruktivnye resheniya zashchity odnoetazhnykh karkasnykh zdanii ot progressiruyushchego obrusheniya [Structural solutions for protection of single-storey frame buildings from progressive collapse] / N. G. Kelasyev, N. N. Trekin, E. N. Kodysh [et al.] // Promyshlennoe i grazhdanskoe stroitelstvo. — 2021. — № 3. — P. 17-22. — DOI: 10.33622/0869–7019.2021.03.17–22.
11. Avdeev K. V. Obsledovanie i vosstanovlenie povrezhdennykh konstruktsii zdanii vsledstvie vzryvnykh i temperaturnykh vozdeistvii [Inspection and restoration of damaged building structures due to explosive and thermal effects] / K. V. Avdeev, V. V. Bobrov, P. V. Skakun [et al.] // Promyshlennoe i grazhdanskoe stroitelstvo. — 2023. — № 7. — P. 36–42. — DOI: 10.33622/0869–7019.2023.07.36–42.
12. Taffese W. Z. Internet of Things based durability monitoring and assessment of reinforced concrete structures / W. Z. Taffese, E. Nigussie, J. Isoaho // Procedia Computer Science. — 2019. — Vol. 155. — P. 672–679. — DOI: 10.1016/j.procs.2019.08.096.
13. Taffese W. Z. Machine learning for durability and service-life assessment of reinforced concrete structures: Recent advances and future directions / W. Z. Taffese, E. Sistonen // Automation in Construction. — 2017. — Vol. 77. — P. 1–14. — DOI: 10.1016/j.autcon.2017.01.016.
14. Wang Z. Hierarchical life-cycle design of reinforced concrete structures incorporating durability, economic efficiency and green objectives / Z. Wang, W. Jin, Y. Dong, D. M. Frangopol // Engineering Structures. — 2018. — Vol. 157. — P. 119–131. — DOI: 10.1016/j.engstruct.2017.11.022.
15. Kodysh E. N. Rezultaty obsledovaniya Radiobashni V. G. Shukhova [Results of inspection of V. G. Shukhov Radio Tower] / E. N. Kodysh, A. N. Mamin, V. V. Bobrov [et al.] // Stroitelstvo i rekonstruktsiya. — 2017. — № 6(74). — P. 43–48.
16. Fedorov V. S. Kriterii dlya otsenki kategorii tekhnicheskogo sostoyaniya zhelezobetonnykh kolonn, rigelei, balok i ferm [Criteria for assessing the technical condition category of reinforced concrete columns, beams, girders and trusses] / V. S. Fedorov, N. N. Trekin, E. N. Kodysh, I. A. Terekhov // Stroitelstvo i rekonstruktsiya. — 2023. — № 3(107). — P. 58–69. — DOI: 10.33979/2073–7416–2023–107-3–58–69.
17. Kodysh E. N. Odnoetazhnye proizvodstvennye zdaniya s ekspluatiruemymi ploshchadyami v mezhfermennom prostranstve [Single-storey industrial buildings with usable areas in inter-truss space] / E. N. Kodysh, N. N. Trekin, I. A. Terekhov // Promyshlennoe i grazhdanskoe stroitelstvo. — 2018. — № 6. — P. 28–31.
18. Terekhov I. A. Uchet summarnogo vliyaniya defektov na tekhnicheskoe sostoyanie zhelezobetonnykh kolonn, rigelei, balok i stropilnykh konstruktsii [Accounting for the cumulative influence of defects on the technical condition of reinforced concrete columns, beams, girders and roof structures] / I. A. Terekhov // Molodezh i nauka: aktualnye problemy fundamentalnykh i prikladnykh issledovanii: materialy VI Vserossiiskoi natsionalnoi nauchnoi konferentsii molodykh uchenykh, Komsomolsk-na-Amure, April 10–14, 2023. — Vol. 2. — Komsomolsk-na-Amure: Komsomolskii-na-Amure gosudarstvennyi universitet, 2023. — P. 139-143.
19. Cervenka V. ATENA — a tool for engineering analysis of fracture in concrete / V. Cervenka, Ja. Cervenka, R. Pukl // Sadhana. — 2002. — Vol. 27, No. 4. — P. 485–492. — DOI: 10.1007/bf02706996.
20. Njoko F. H. Modelling of shear-critical, lightly reinforced concrete T-beams with externally bonded CFRP using ATENA Science / F. H. Njoko, A. Tambusay, A. Jamieson [et al.] // Civil Engineering Dimension. — 2023. — Vol. 25, No. 2. — P. 67–77. — DOI: 10.9744/ced.25.2.67–77.
21. Terekhov I. A. Kriterii otsenki tekhnicheskogo sostoyaniya zhelezobetonnykh plit pri korrozii armatury [Criteria for assessing the technical condition of reinforced concrete slabs under reinforcement corrosion] / I. A. Terekhov // Stroitelstvo i rekonstruktsiya. — 2022. — № 6(104). — P. 128–139. — DOI: 10.33979/2073-7416–2022–104–6–128–139.
Review
For citations:
Terekhov I.A., Yamalov A.V. Accounting For The Mutual Influence Of Defects On The Technical Condition Category Of Structures. Moscow Transport. Science and Designn. 2025;(3):47-55. (In Russ.)
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