Analysis of culvert design methods as methods of ensuring reliability at the design stage

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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 Petersburg

Nikolay 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

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  2. 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
  3. Bugaeva OE. Designing of transport tunnel linings. Leningrad: LIIZHT, 1966. (In Russ.). [cited 2024 July 30]. Available from: https://elima.ru/books/?id=2337
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  15. 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

补充文件

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1. JATS XML
2. Fig. 1. Calculation scheme of loads acting on the culvert in the embankment

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3. Fig. 2. Calculated scheme of the structure according to the Metrostroy method

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4. Fig. 3. Repulsion diagram by the method of O.E. Bugaeva

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5. Fig. 4. Geometry of the corrugation

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版权所有 © Tsybin D.Y., Ermoshin N.A., 2024

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