×

You are using an outdated browser Internet Explorer. It does not support some functions of the site.

Recommend that you install one of the following browsers: Firefox, Opera or Chrome.

Contacts:

+7 961 270-60-01
ivdon3@bk.ru

About the features of techniques of the calculation of eccentrically compressed concrete elements

Abstract

About the features of techniques of the calculation of eccentrically compressed concrete elements

Evtushenko I.I., Vakhidov R.N., Baramia A.L., Pustovalov S.A., Zotov V.V., Nor-Arevyan S.L., Nureyev V.E.

Incoming article date: 15.12.2017

We consider eccentrically compressed rod elements of reinforced concrete structures. Problems are solved for the development of methods for calculating the strength of normal sections in the case of eccentric compression of reinforced concrete elements; calculation of the load-carrying capacity of reinforced concrete structures by the example of columns of varying flexibility for ultimate effort. Analytically, a calculation is made, which makes it possible to determine the strength of reinforced concrete structures.

Keywords: внецентренно сжатые стержни, железобетонные конструкции, прочность, нормальные сечения, колонны различной гибкости, несущая способность, предельные усилия