graduate student from 01.01.2016 to 01.01.2019
tambovskiy gosudarstvennyy tehnicheskiy universitet
tambov, Tambov, Russian Federation
Tambov, Russian Federation
tambov, Russian Federation
tambov, Russian Federation
tambovskiy gosudarstvennyy tehnicheskiy universitet
tambov, Russian Federation
Tambov, Russian Federation
UDK 69 Строительство. Строительные материалы. Строительно-монтажные работы
GRNTI 38.19 Геолого-геофизические исследования глубинного строения Земли
GRNTI 67.11 Строительные конструкции
GRNTI 67.01 Общие вопросы строительства
OKSO 08.04.01 Строительство
BBK 385 Строительные конструкции
BBK 308 Монтаж, эксплуатация, ремонт машин и промышленного оборудования
BISAC BIB001070 Christian Standard Bible / Youth & Teen
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.
breakout, concrete, coupling, steel rebar, composite rebar, anchor depth
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26. Nikolyukin A. N., Yartsev V. P., Mamontov S. A., Kolomnikova I. I., al ward A. M. Analysis of the stress-strain state of concrete and rebar in the area of their engagement in the ANSYS software complex. Vestnik BSTU im. V. G. Shukhov. 2019. No. 11. Pp. 43-52. DOI:10.34031 / 2071
