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

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Abstract

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.

About the authors

Dmitry Yu. Tsybin

Peter the Great Saint Petersburg Polytechnic University

Author for correspondence.
Email: dmitryts32@gmail.com
ORCID iD: 0000-0002-6074-3995
SPIN-code: 1977-1543

PhD Student

Russian Federation, Saint Petersburg

Nikolay A. Ermoshin

Peter the Great Saint Petersburg Polytechnic University

Email: ermonata@mail.ru
ORCID iD: 0000-0002-0367-5375
SPIN-code: 6694-8297

Doctor of Military Sciences, Professor

Russian Federation, Saint Petersburg

References

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Supplementary files

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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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Copyright (c) 2024 Tsybin D.Y., Ermoshin N.A.

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