Improved engineering method for calculating the strength of the supporting areas of reinforced concrete elements

Author:

Krantovska Olena,Petrov Mykola,Ksonshkevych Liubov,Synii Sergii,Sunak Pavlo

Abstract

According to the results of experimental studies, empirical dependencies were obtained (obtained from the appropriate mathematical models). The advanced (refined) method of engineering calculation of express-estimation of the strength of sloping cross sections of elements of flexible reinforced concrete structures on the basis of comparative analysis of the obtained empirical dependencies and standard accepted methods in the world was developed (nine basic norms are taken: DSTU B.V.2.6-156:2010 (Ukraine), previously operating SNiP 2.03.01-84*, SNB 5.03.01-02 (Belarus), SR 63.13330.2012 (Russia), Eurocode 2, 2004 (European Union), ACI 318-M14 (USA), AIJ Code, 2007 (Japan), CSA 23.3-04 (Canada), DIN 1045-1 (Germany). The coefficient of variation of bearing capacity and accident ratio according to the results of calculations of standard methods are determined. Their comparative analysis is carried out and informative graphic figures are presented.

Publisher

EDP Sciences

Subject

General Medicine

Reference19 articles.

1. National standard of Ukraine, DSTU B V.2.6-156:2010, Structures of buildings and erection. Concrete and reinforced concrete structures made of heavy concrete. Design rules, Minregionbud Ukrainy, Kyiv, (2010).

2. National standard of Belarus, SNB 5.03.01-02. Plain and reinforced concrete structures, Minstroyarhitektury, Minsk, (2002).

3. European standard, EN 1992-1-1 (2004). Eurocode 2: Design of Concrete structures – Part 1-1: General rules and rules for buildings, CEN, Brussels, (2004).

4. National standard of the USA, Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary (ACI 318RM-14), ACI, Mich., (2014).

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