EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE

A. Nikolyukin; V. Yarcev; Aleksandr Mamontov; Ol&#039;ga Umnova; Aleksandr Pechnikov; I. Kolomnikova

doi:10.29039/2308-0191-2019-7-4-9-18

UDC

CSCSTI

38.19 67.11 67.01

Russian Classification of Professions by Education

08.04.01

Russian Library and Bibliographic Classification

385 308

BISAC

BIB001070

VAK Russia

05.23.01

EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE

Published in Construction and Architecture · Pages 9–18 · Rubric: 05.23.01 CONSTRUCTION DESIGNS, BUILDINGS AND CONSTRUCTIONS

DOI: https://doi.org/10.29039/2308-0191-2019-7-4-9-18

Received: 25.12.2019 Accepted: 25.12.2019 Published: 25.12.2019

Authors

A. Nikolyukin

V. Yarcev

Aleksandr Mamontov

Ol'ga Umnova

Aleksandr Pechnikov

I. Kolomnikova

A. Nikolyukin

Academic degree: graduate student of technical sciences

tambovskiy gosudarstvennyy tehnicheskiy universitet Russian Federation

V. Yarcev

Science rang: professor

Tambov State Technical University

Aleksandr Mamontov

tambovskiy gosudarstvennyy tehnicheskiy universitet Russian Federation

Ol'ga Umnova

tambovskiy gosudarstvennyy tehnicheskiy universitet Russian Federation

Aleksandr Pechnikov

Tambovskiy gosudarstvennyy tehnicheskiy universitet Russian Federation

tambovskiy gosudarstvennyy tehnicheskiy universitet Russian Federation

I. Kolomnikova

Tambov State Technical University

ABSTRACT

The coupling of concrete with fiberglass reinforcement at different values of its diameter and depth of sealing is investigated. The difference in the distribution of tangent stresses over the depth of reinforcement bars‘ sealing is determined due to their diameters, which is reflected in the nature of the destruction of fiberglass reinforcement when it is pulled out of concrete. The values of correction coefficients that take into account the dependence of the fullness of the tangent stress plot in the sealing area on the diameter of the reinforcing bar are determined. Recommendations for calculating the base length of the fiberglass reinforcement anchorage in concrete are given.

KEYWORDS

breakout, concrete, coupling, steel rebar, composite rebar, anchor depth

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GOST

Nikolyukin A. N., Yarcev V. P., Mamontov A. A., Umnova O. V., Pechnikov A. S., Kolomnikova I. I. EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE // Construction and Architecture. 2019. no. 4. pp. 9-18. DOI: https://doi.org/10.29039/2308-0191-2019-7-4-9-18. (Date of access 07.09.2026).

MLA

A. Nikolyukin, Yarcev V. P., Mamontov A. A., Umnova O. V., Pechnikov A. S., Kolomnikova I. I.. "EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE." Construction and Architecture 7.4 (2019): 9-18. DOI: https://doi.org/10.29039/2308-0191-2019-7-4-9-18.

APA

Nikolyukin A. N., Yarcev V. P., Mamontov A. A., Umnova O. V., Pechnikov A. S., Kolomnikova I. I. (2019). EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE. Construction and Architecture, 7(4), 9-18. https://doi.org/10.29039/2308-0191-2019-7-4-9-18

Chicago

A. Nikolyukin, Yarcev V. P., Mamontov A. A., Umnova O. V., Pechnikov A. S., Kolomnikova I. I.. "EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE." Construction and Architecture 7, no. 4 (2019): 9-18. https://doi.org/10.29039/2308-0191-2019-7-4-9-18.

WIKI

{{cite journal | author = Nikolyukin A. N., Yarcev V. P., Mamontov A. A., Umnova O. V., Pechnikov A. S., Kolomnikova I. I. | title = EXPERIMENTAL STUDIES OF THE COUPLING STRENGTH OF REINFORCEMENT WITH CEMENT-SAND CONCRETE | journal = Construction and Architecture | year = 2019 | volume = 7 | issue = 4 | pages = 9-18 | doi = 10.29039/2308-0191-2019-7-4-9-18 }}

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