RESEARCH OF THE INFLUENCE OF LONGITUDINAL COMPRESSION ON THE STRENGTH OF THE WALL OF TWO-TURNED REINFORCED CONCRETE ELEMENTS WITH A CHARACTERISTIC EPURA BENDING MOMENTS IN THE AREA OF ACTION OF LATERAL FORCES

Authors

  • A. Abdullaev . Makhachkala branch of the Federal State Budgetary Educational Institution of Higher Professional Education "Moscow Automobile and Highway State Technical University"

DOI:

https://doi.org/10.31618/nas.2413-5291.2021.3.72.491

Keywords:

experimental studies, longitudinal compression, I-beams, wall strength, inclined cracks, shear force, bending moment diagram.

Abstract

Experimental studies have been carried out to study the effect of longitudinal compression on the strength of the wall of I-beams of reinforced concrete beams.
It has been established that with the central application of a longitudinal compressive force, the strength of the wall of I-beams of reinforced concrete beams with an alternating diagram of bending moments in the zone of action of transverse forces practically depends little on the degree of longitudinal compression.
A comparative analysis of the results obtained with the results of similar experimental studies carried out on I-beam reinforced concrete beams with an unambiguous diagram of bending moments in the zone of action of shear forces is carried out.

References

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Abdullaev A.R., Aliev G.S., Batdalov M.M. Issledovanie vliyaniya prodolnogo obzhatiya na prochnost stenki dvutavrovyh zhelezobetonnyh elementov pri dejstvii poperechnyh sil // Izv. vuzov. Sev.-Kavk. region. Tehn. nauki. – 2007. –№2. – S. 87-89

Lyngberg B.S. Ultimate shear resistance of partially prestressed reinforced concrete I – beams. In.: “ACI Journal”. Proceedings. Vol. № 4, 1976

Published

2021-11-22

Issue

Section

Статьи