High-strength concrete bending elements

Автор: Strahov S.D., Sinyakov L.N., Vasilenko A.D.

Журнал: Строительство уникальных зданий и сооружений @unistroy

Статья в выпуске: 11 (74), 2018 года.

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The object of this article research is the reinforced concrete bending elements (beams) with the use of high-strength concrete. In the first part of the paper, the effect of concrete grade increasing on the load-carrying ability of beams depending on reinforcement percentage was considered. According to the results of the calculation, it was found that with the same sizes of a normal cross-section and single reinforcement of only the tension side, the most expedient is the use of high-strength concrete in beams with high value of reinforcement percentage. At low value of the reinforcement percentage, the increase of a load-carrying ability with change in concrete grade is insignificant. In the second part of the paper, the calculation of a material cost of the 1 linear meter of the beams is executed and the field of the use of high-strength concrete in relation to the considered case is defined.


Reinforced concrete beam, load-carrying ability, grade of concrete, percentage of reinforcement, cost, utilization efficiency

Короткий адрес: https://sciup.org/143170682

IDR: 143170682   |   DOI: 10.18720/CUBS.74.1

Статья научная