Analysis of culvert design methods as methods of ensuring reliability at the design stage
- 作者: Tsybin D.Y.1, Ermoshin N.A.1
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隶属关系:
- Peter the Great Saint Petersburg Polytechnic University
- 期: 卷 10, 编号 3 (2024)
- 页面: 320-337
- 栏目: Reviews
- URL: https://bakhtiniada.ru/transj/article/view/265900
- DOI: https://doi.org/10.17816/transsyst634982
- ID: 265900
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全文:
详细
This analysis focuses on the factors and methods for ensuring the reliability of metal culverts, which are essential for the trouble-free operation of motorways. Special attention is paid to the calculation methods for structures with annular cross-sections. The results of the work are conclusions about the necessity of their annular cross-section. They also conclude the importance of developing these structures to enhance culverts’ durability and failure-free operation. This involves considering the stochastic nature of load parameters, structural materials, and operating conditions. Addressing this issue is possible through the assessment of reliability indicators for culverts using simulation modeling methods.
作者简介
Dmitry Tsybin
Peter the Great Saint Petersburg Polytechnic University
编辑信件的主要联系方式.
Email: dmitryts32@gmail.com
ORCID iD: 0000-0002-6074-3995
SPIN 代码: 1977-1543
PhD Student
俄罗斯联邦, Saint PetersburgNikolay Ermoshin
Peter the Great Saint Petersburg Polytechnic University
Email: ermonata@mail.ru
ORCID iD: 0000-0002-0367-5375
SPIN 代码: 6694-8297
Doctor of Military Sciences, Professor
俄罗斯联邦, Saint Petersburg参考
- Klein GK. Calculation of culverts laid in the ground. Moscow: Gosstroyizdat; 1957. (In Russ.). [cited 2024 July 30]. Available from: http://www.amac.md/biblioteca/data/25/17/02/24.2.pdf
- Kolokolov NM, Yankovsky OA, Shcherbina KB, Chernyakhovskaya SE. Metallic corrugated culverts under embankments. Moscow: Transport; 1973; 117. (In Russ.). [cited 2024 July 30]. Available from: https://elima.ru/books/?id=5544
- Bugaeva OE. Designing of transport tunnel linings. Leningrad: LIIZHT, 1966. (In Russ.). [cited 2024 July 30]. Available from: https://elima.ru/books/?id=2337
- Osokin IA. Application of the theory of shells of rotation to the calculation of corrugated culverts. Bulletin of Eurasian Science. 2013;2(15):34. (In Russ.). EDN: QJCLNN
- Chepurnenko AS, Yazyev BM, Turko MS. Calculation of metallic corrugated shells under axisymmetric loading. Inženernyj vestnik Dona. 2018;3(50):126. (In Russ.). EDN: YRQOEP
- Turko MS, Chepurnenko AS, Yazyev BM. Calculation of metal corrugated structures as structurally orthotropic. Inženernyj vestnik Dona. 2018;4(51):199. (In Russ.). EDN: MYOBRX
- Zheng Ye, Berdichevsky VL, Wenbin Yu. An equivalent classical plate model of corrugated structures. International Journal of Solids and Structures. 2014;51: 2073-2083.
- Briassoulis D. Equivalent orthotropic properties of corrugated sheets. Computers & Structures. 1986;23:129–138. doi: 10.1016/j.heliyon.2022.e11264
- Alshabatat N. Design of corrugated plates for optimal fundamental frequency. Advances in Acoustics and Vibration. 2016. doi: 10.1155/2016/4290247
- Gorshkov NI, Krasnov MA, Lovtsov AD, Fedorova VS. Analysis and evaluation of stress-strain state of the system “metal corrugated pipe (MCT) – base – embankment” on the basis of FEM. Bulletin of Civil Engineers. 2019;3(74):152–160. (In Russ.). doi: 10.23968/1999-5571-2018-16-3-152-160
- Timchuk DV, Lovtsov AD. Peculiarities of the corrugated culvert calculation. In: Proceedings of the sectional sessions of the 60th Student Scientific and Practical Conference of TOGU; 2020 Apr 26–30; Khabarovsk. Khabarovsk: TOGU; 2020. (In Russ.). EDN: GWIJOF
- Kunecki B. Full-scale test of corrugated steel culvert and FEM analysis with various static systems. Studia Geotechnica et Mechanica. 2006;28(2):39–54. doi: 10.1061/40946(248)98
- Beben D, Stryczek A. Numerical analysis of corrugated steel plate bridge with reinforced concrete relieving slab. Journal of Civil Engineering and Management. 2016;22(5):585–596. doi: 10.3846/13923730.2014.914092
- Kolisoja P, Kalliainen A. Modelling of Plastic Culvert and Road Embankment Interaction in 3D. Procedia Engineering. 2016;143:427–434. doi: 10.1016/j.proeng.2016.06.054
- Novodzinsky AL, Kleveko VI. Accounting for the influence of corrugated element thickness on the strength and stability of a metal culvert. Vestnik of PNIPU. Construction and architecture. 2012;1:81–94. (In Russ.). EDN: PMSLTT
