REVISITING DURABILITY OF BRIDGE SOLID PIERS
https://doi.org/10.31675/1607-1859-2018-20-5-185-197
Abstract
The paper presents data on the prevalence and service life of solid piers of railroad bridges of the Russian Railways. The dynamics of solid pier damages, the development of normative documents on assessing their technical conditions and durability, and methods of assessing the residual life of bridge structures are shown herein. Information on the threshold values of failure is also given. The residual life of the intermediate masonry support is analyzed and estimated using two standard techniques. Their similarities and differences are determined and their limitations are compared. Proposals are made to clarify the damage parameters described in the current normative document for assessing the technical condition of railway structures. For statistical data processing in relation to bridge damages and prediction of their development, a model is proposed on the basis of semi- Markovian process. Possible data sources for constructing such a model are indicated. An alternative model for estimating the reliability of bridge structures is shown.
About the Authors
S. A. Bokarev
Siberian State Transport University
Russian Federation
Russian Federation
DSc, Professor
191, Koval‟chuk Str., 630049, Novosibirsk, Russia
I. V. Zasukhin
Siberian State Transport University
Russian Federation
Russian Federation
Research Assistant
191, Koval‟chuk Str., 630049, Novosibirsk, Russia
References
1. Nikolai L.F. Mosty: krat. ruk. [Bridge manual]. 4th ed. St.-Petersburg: Yu.N. Erlikh, 1907. 509 p. (rus)
2. Popov N.N., Marihin V.A., Ovchinnikova V.P. Issledovaniya po povysheniyu dolgovechnosti opor mostov. Razrabotka ukazanij o poryadke obsledovaniya i ocenki sostoyaniya opor mostov [Durability improvement of bridge supports. Development of guidelines on inspection and assessment of bridge supports] Leningrad, 1968. 46 p. (rus)
3. Instrukciya po soderzhaniyu iskusstvennyh sooruzhenij CP-628 [Instruction on artificial structure maintenance]. Moscow: Transport, 1998. 36 p. (rus)
4. Klassifikator i normy porogovyh znachenij kriticheskih parametrov, harakterizuyushchih predotkaznoe sostoyanie iskusstvennyh sooruzhenij [Classifier and norms of threshold values of critical parameters of pre-failure state of artificial structures]. Moscow, 2017. 192 p. (rus)
5. ODM 218.0.018–05. Opredelenie iznosa konstrukcij i ehlementov mostovyh sooruzhenij na avtomobil'nyh dorogah [Wear of bridge structures and elements]. Moscow, 2005. 159 p. (rus)
6. Shesterikov V.I. Ocenka i prognozirovanie sostoyaniya mostov na avtomobil'nyh dorogah v sisteme upravleniya ih ehkspluataciej dis. … d-ra tekhn. nauk [Estimation and forecasting bridge state of on highways in management system of their operation. DSc Thesis]. Moscow, 2004. 314 p. (rus)
7. Fangopol D.M., Kong J.S., Gharaibesh E.S. Reliability-based life-cycle management of highway bridges. Journal of Computing in Civil Engineering. 2001. V. 15. No. 4. Pp 147–57.
8. Seung-Ie Yang, Dan M. Frangopol, Luis C. Neves. Service life prediction of structural systems using lifetime functions with emphasis on bridges. Reliability Engineering and System Safety. 2004. V. 86. Pp. 39–51.
9. Yianni Panayioti C., Rama Dovile, Neves Luis C., Andrews John D., Castlo David. A Petri-Net-based modelling approach to railway bridge asset management. Structure and Infrastructure Engineering. 2016. V. 13. No. 2. Pp. 287–297.
10. Jiang Y., Sinha K.C. Bridge service life prediction model using the Markov chain. Transportation Research Record. 1989. V. 1223. Pp. 24–30.
11. Borovik G.M. Modelirovanie i prognozirovanie pokazatelej ehkspluatacionnoj nadezhnosti iskusstvennyh sooruzhenij v usloviyah surovogo klimata [Modeling and forecasting of indicators of operational reliability of artificial structures in severe climatic conditions]. Khabarovsk: DVGUPS, 2005. 182 p. (rus)
12. Gnedenko B.V., Belyaev Yu.K., Solov'v A.D. Matematicheskie metody v teorii nadezhnosti [Mathematical methods in theory of reliability]. Moscow: Nauka, 1965. 363 p. (rus)
13. British Standards Institution. Systems and software engineering. High-level Petri nets. Concepts, denitions and graphical notation. Tech. rep., British Standards Institution, 2004.
14. Gladkov B.C. O morozostojkosti betona [Frost resistance of concrete]. Beton i zhelezobeton. 1990. No. 3. Pp. 9–11. (rus)
15. Shestoperov S.V. Dolgovechnost' betona [Durability of concrete]. Moscow: Avtotransizdat, 1960. 438 p. (rus)
16. Ivanov F.M. Dolgovechnost' zhelezobetona v agressivnyh sredah [Durability of reinforced concrete in corrosive environments]. Moscow: Stroiizdat, 1990. 320 p. (rus)
17. Almazov V.O., Serenko N.A. Uchet klimaticheskih vozdejstvij pri proektirovanii i prognoze dolgovechnosti zhelezobetonnyh proletnyh stroenij [Climatic influence on design and forecast of steel structure durability]. Informavtodor. 1997. V. 1. Pp. 18–28. (rus)
18. Dobshic L.M. Morozostojkost' betonov transportnyh sooruzhenij i puti ee povysheniya, diss. … d-ra tekhn. nauk [Concrete frost resistance of transport structures and its improvement. DSc Thesis]. Moscow, 2000. 385 p. (rus)
19. Aktuganov I.Z. Metodika ocenki vlijanija klimaticheskih temperaturno-vlazhnostnyh vozdejstvij na jekspluatacionnuju nadezhnost' i dolgovechnost' betona stroitel'nyh konstrukcij [Estimation of climatic temperature and humidity effects on concrete durability of building structures.]. Novosibirsk: NGTU, 2008. 388 p. (rus)
Review
For citations:
Bokarev S.A., Zasukhin I.V. REVISITING DURABILITY OF BRIDGE SOLID PIERS. Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture. 2018;(5):185-197. (In Russ.) https://doi.org/10.31675/1607-1859-2018-20-5-185-197
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