Deflection Calculation of Reinforced Concrete Flexural Elements With the Top Layer Made of High Quality Concrete

Potapov, Yuriy; Barabash, Dmitriy; Rogatnev, Yuriy; Panfilov, D. F.; Mehdi, Jawid

doi:10.22227/1997-0935.2016.3.26-36

Vestnik MGSU

2016

DOI: 10.22227/1997-0935.2016.3.26-36

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Deflection Calculation of Reinforced Concrete Flexural Elements With the Top Layer Made of High Quality Concrete

Yuriy Potapov¹,

Dmitriy Barabash²,

Yuriy Rogatnev³

et al.

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Несущая Способность Балок Таврового Профиля С Полкой Из Высокопрочного Бетона И Продольной Арматурой Класса А500с

Rogatnev,

Sokolov,

Perekalskiy

et al. 2024

IJCCSE

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Experimental and numerical studies of the bearing capacity and deformation of T-beams with a flange made of high-strength concrete and longitudinal reinforcement of class A500C with a web made of concrete of ordinary strength were carried out on prototypes of beams and numerical models. The beams being tested are considered at different percentages of reinforcement. The calculation scheme of the beams corresponded to a four-point bend. As a result of experimental and numerical studies, the nature of the destruction of beams, their deformation and the nature of cracking are determined. Experimental and numerical relationships of relative deflections on relative bending moments are obtained. A comparative analysis of the values of the bearing capacity and the relative height of the compressed zone of the beams, obtained experimentally, numerically and according to SP 63.13330.2018, was carried out. The nature of the distribution of deformations in concrete of normal section of beams at different levels of loading is determined.

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Несущая Способность Балок Таврового Профиля С Полкой Из Высокопрочного Бетона И Продольной Арматурой Класса А500с

Rogatnev,

Sokolov,

Perekalskiy

et al. 2024

IJCCSE

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Research of the Stress-Strain State of Two-Layer Bending Elements With High-Strength Concrete in a Compressed Zone Reinforced With Glass-Composite Longitudinal Reinforcements

Rogatnev¹,

MINANI²,

Sokolov³

2022

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Deflection Calculation of Reinforced Concrete Flexural Elements With the Top Layer Made of High Quality Concrete

Cited by 2 publications

References 0 publications

Несущая Способность Балок Таврового Профиля С Полкой Из Высокопрочного Бетона И Продольной Арматурой Класса А500с

Несущая Способность Балок Таврового Профиля С Полкой Из Высокопрочного Бетона И Продольной Арматурой Класса А500с

Research of the Stress-Strain State of Two-Layer Bending Elements With High-Strength Concrete in a Compressed Zone Reinforced With Glass-Composite Longitudinal Reinforcements

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