Email this article EXPERIMENTAL-AND-THEORETICAL STUDY OF THE STRESS-STRAIN STATE OF THE FERRONCONCRETE ARCH UNDER HIGHWAY BRIDGE
- Authors: Safronov VS1, Zazvonov VV2
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Affiliations:
- ГОУ ВПО Воронежский государственный архитектурно-строительный университет
- ППП «АБСИДА»
- Issue: No 2 (2011)
- Pages: 49-55
- Section: Articles
- URL: https://journal-vniispk.ru/1815-5235/article/view/346787
- ID: 346787
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Abstract
Described are procedures and results of investigating the stress- strained state (SSS) of the filled in with soil bridge construction with a cylindrical arch of a constant thickness made from the monolithic reinforced concrete with the use of flat and three-dimensional finite-element models. The data of the full-scale measurements of displacements and deformations of the bridge span are compared with the results of calculation on the basis of the models accepted.
About the authors
V S Safronov
ГОУ ВПО Воронежский государственный архитектурно-строительный университет
Email: Vvs22@mail.ru
Д-р техн. наук, проф. каф. Строительная механика, т. 8(4732) 630-757; ГОУ ВПО Воронежский государственный архитектурно-строительный университет
V V Zazvonov
ППП «АБСИДА»
Email: vladimirzazvanov@yandex.ru
Главный инженер, т. 8 (910) 409-65-73; ППП «АБСИДА»
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