ENGINEERING METHOD FOR CALCULATING STEEL-REINFORCED CONCRETE ELEMENTS WITH FLEXIBILITY
DOI:
https://doi.org/10.26906/znp.2019.53.1897Keywords:
steel reinforced concrete, bearing capacity, sheet reinforcement, eccentricity, flexibilityAbstract
In the article presents an engineering method for calculating compressed flexible reinforced concrete elements with sheet reinforcement over a steel cross section. The results of the calculation are compared with the experimental data. Calculation of
load-bearing capacity of reinforced concrete flexible elements with sheet reinforcement is based on the method of boundary
states. The work of specimens under load and the nature of the load-bearing capacity depending on the height and eccentricity of the effort were investigated. The proposed method of calculating compressed elements with sheet reinforcement on a
steel-cross-section allows to take into account their flexibility in both axial and out-of-center application of load.
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