Preview

Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture

Advanced search

Reliability prediction of bridge bisteel beams (Tomsk)

https://doi.org/10.31675/1607-1859-2023-25-6-169-182

EDN: YDJOWA

Abstract

The scientific and technological progress makes it possible to create steel beams of various strength with high efficiency and reliability.

Purpose: The bridge construction and operation with bisteel (hybrid) beams include various stages of design to operation, providing the required level of reliability. As a result of design, manufacture and construction of bridges with such superstructures, the reliability is predicted, which manifests itself during the operation.

Research findings: The article determines the criteria for trouble-free operation for a given service life, describes and predicts the reliability level based on the limit state of bisteel beams. Using probabilistic approaches and the random nature of loading, the risk of failure is considered in safe operation of the structure, depending on the interaction between elements in the cross section of bisteel beams under loading. The issues of safety, risk, reliability, and survivability of bisteel beams are discussed.

About the Author

A. V. Kartopoltsev
OOO “DIAMOS”
Russian Federation

Andrei V. Kartopoltsev, PhD, A/Professor

24/1, Solyanoy Str., 634003, Tomsk



References

1. Kartopoltsev V.M., Kartopoltsev A.V. Hybrid design of bridge span structures made of different strength steel. Vestnik of Tomsk State University of Architecture and Building. 2017; (3): 171–182. (In Russian)

2. Kartopoltsev V.M., Bondaryuk V., Borovikov A.G. Some aspects of nonlinear bending theory of bisteel beams. Rostov-on-Don, 1987, Pp. 43–52. (In Russian)

3. Gvozdev A.A., Maratyan S.A., Segalov A.E. Consideration of joint work of elastic-plastic elements in a structure. SMRS. 1978; (5): 1–4. (In Russian)

4. Kartopoltsev V.M. Application of bisteel beams in roadway spans. DSc Abstract. Leningrad, 1991. 33 p. (In Russian)

5. Kochev B.V. Probabilistic justification of plastic deformation development. In: Proc. Sci. Conf. ‘Calculation Improvement of Metallic Structures at Elastoplastic Stage’. Sverdlovsk, 1983. Pp. 11–12. (In Russian)

6. Raizer V.D. Reliability of structural analysis and applications. Backbone Publishing Company. Nev York, USA, 2009. 146 p.

7. Bochkarev N.N., Kartopoltsev A.V. Technical vibration diagnostics of bridge spans. In: Proc. 20th Meeting of Russ. Acoustic Community ‘Speech Acoustics, Medical and Biological Acoustics, Architectural and Construction Acoustics, Noisy Vibrations, Aeroacoustics’. Vol. 3. Mocsow: GEOS, 2008. Pp. 228–233. (In Russian)

8. Novozhilova N.I., Bystrov V.A., Shajkevich V.L. Prediction of structural reliability of steel and steel-reinforced concrete bridges. Leningrad, 1989. 96 p. (In Russian)

9. Kartopol'tsev V.M., Kartopol'tsev A.V., Alekseev A.A. Towards predicting dynamic reliability of bridge spans. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta – Journal of Construction and Architecture. 2022; 24 (6): 170–181. DOI: 10.31675/ 1607-1859-2022-24-6-170-181 (In Russian)

10. Ditlevson O., Madsen H.O. Structural reliability methods. New York: Willey and Sons, 1996. 369 p. ISBN 0471960861.

11. Perel'muter A.V. Selected problems of reliability and safety of building structures. Kiev, 1999. 210 p. (In Russian)

12. Rajzer V.D. Methods of reliability theory in problems of design parameter normalization of buildings. Moscow: Strojizdat, 1986. 180 p. (In Russian)

13. Znamenskij E.M., Suhov Yu.D. Structural analysis at a given level of reliability. SMRS. 1962; (2): 7–9. (In Russian)

14. Takaoka N., Shirak W. Reliability analysis of Structural members composed of several random processes. International Journal of Mechanics Structural. 1984; (1212): 151–180.

15. Gumbel' E. Statistics of experimental values. Moscow: Mir, 1965. 449 p. (In Russian)

16. Fedotov E.I., Losickaya K.S. Selection of load combination factor. SMRS. 1980; (1): 18–21. (In Russian)

17. Rackwitz R. Time aspects in applying the life geniality to structural safety. Reliability and Optimization of Structural Systems. 2003; 249–259. https://doi.org/10.1201/978020374096518.

18. Gromackij V.A. Methods of assigning test loads and reliability based on test results. SMRS. 1984; (5): 7–10. (In Russian)

19. Zaslavskij G.M. Stochasticity of dynamic systems. Moscow: Nauka, 1984. 268 p. (In Russian)

20. Kramer G., Lidbetter M. Stationary random processes. Moscow: Mir, 1969. 398 p. (In Russian)


Review

For citations:


Kartopoltsev A.V. Reliability prediction of bridge bisteel beams (Tomsk). Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2023;25(6):169-182. (In Russ.) https://doi.org/10.31675/1607-1859-2023-25-6-169-182. EDN: YDJOWA

Views: 129


Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 License.


ISSN 1607-1859 (Print)
ISSN 2310-0044 (Online)