Consideration of corrosion damages of operated reinforced concrete structures in conditions of triaxial stress - strain state

Berlinov Mikhail; Belinova Marina; Tvorogov Aleksandr; Petschkina E.

doi:doi:10.29039/2308-0191-2020-8-3-40-46

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Consideration of corrosion damages of operated reinforced concrete structures in conditions of triaxial stress - strain state

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CONSIDERATION OF CORROSION DAMAGES OF OPERATED REINFORCED CONCRETE STRUCTURES IN CONDITIONS OF TRIAXIAL STRESS - STRAIN STATE

Journal: CONSTRUCTION AND ARCHITECTURE Volume 8 № 3 , 2020

Rubrics: 05.23.01 CONSTRUCTION DESIGNS, BUILDINGS AND CONSTRUCTIONS

UDK 62 Инженерное дело. Техника в целом. Транспорт

Berlinov Mikhail ¹

Belinova Marina ²

Tvorogov Aleksandr ³

Petschkina E. ⁴

Author and publication information

Authors:

1. Moscow State University of Civil Engineering (Housing and communal complex, professor)

Moskva, Moscow, Russian Federation

2. Moscow State University of Civil Engineering (Housing and communal complex, docent)

Moskva, Moscow, Russian Federation

3. KTB Reinforced Concrete JSC

Moscow, Russian Federation

4. Moscow State University of Civil Engineering (Housing and communal complex, student)

Type:

Article

DOI:

https://doi.org/10.29039/2308-0191-2020-8-3-40-46

Pages:

from 40 to 46

Status:

Published

Received:

13.10.2020

Accepted:

06.11.2020

Published:

06.11.2020

Subject area:

UDK 62 Инженерное дело. Техника в целом. Транспорт

Language:

Russian

Keywords:

reinforced concrete structure, cracks, corrosion damage, stresses, deformations

Abstract and keywords

Abstract (English):
The problem of linearization of resolving equations for calculating operational reinforced concrete structures under three-axis deformation, taking into account corrosion damage, is considered. A method for accounting for corrosion damage based on a phenomenological approach for deformations under triaxial deformation is presented.

Keywords:
reinforced concrete structure, cracks, corrosion damage, stresses, deformations

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References

1. Berlinov M.V. Uchet energopogloscheniya zhelezobetonnyh kon-strukciy v usloviyah nelineynogo trehmernogo deformirovaniya // Beton i zhelezobeton. 2006. № 6. S.26-29.

2. Berlinov M.V. Ocenka napryazhennogo sostoyaniya povrezhdennyh korroziey zhelezobetonnyh konstrukciy pered usileniem // Nauchnoe obozre-nie. 2016. №7. S.11-14.

3. Berlinov M.V. Raschet karkasa zdaniy pri dinamicheskih vozdey-stviyah ot promyshlennogo oborudovaniya // Promyshlennoe i grazhdanskoe stroitel'stvo / -2004. -№6. -S. 48-49.

4. Berlinov M.V., Tvorogov A.V. Vliyanie vibracionnyh nagruzok na ekspluataciyu osnovaniy i fundamentov / BST: Byulleten' stroitel'noy tehniki. -2020. -№ 3(1027). -S. 41-43.

5. Varlamov A.A. Modeli povedeniya betona. Obschaya teoriya degrada-cii // Varlamov A.A., Rimshin V.I. / Monografiya. Moskva. -2019. -435 str.

6. Korol' E.A., Berlinova M.N. Osobennosti rascheta stenovyh pa-neley s monolitnoy svyaz'yu sloev na stadiyah montazha, transportirovaniya i ekspluatacii // Vestnik MGSU. - 2019. -T.14. -№3(126). -S. 367-375.

7. Korol E.A., Berlinov M.V., Berlinova M.N. The long term stability of multilayer walling structures. V sbornike: MATEC Web of Conferences. -2017. -C.04006.

8. Korol E.A., Berlinov M.V., Berlinova M.N. Kinetics of the strength of concrete in constructions. Procedia Engineering (sm. v knigah). -2016. -T.153. -S.292-297.

9. SP 63.13330.2018 Betonnye i zhelezobetonnye konstrukcii. Os-novnye polozheniya. Aktualizirovannaya redakciya SNiP 52-01-2003.

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