Original scientific paper

https://doi.org/10.17559/TV-20160621085905

Analysis of Damaged Concrete Columns of Circular Cross-Section

Matija Orešković orcid.org/0000-0001-5684-0496 ; University North, 104. brigade 3, Varazdin, Croatia
Ievgenii Klymenko orcid.org/0000-0002-4502-8504 ; Odessa State Academy of Civil Engineering and Architecture, Ul. Didrihsona 4, Odesa 65029, Ukrajina
Aleksej Aniskin orcid.org/0000-0002-9941-1947 ; University North, 104. brigade 3, Varazdin, Croatia
Goran Kozina ; University North, 104. brigade 3, Varazdin, Croatia

Abstract

The article shows the development of analytical method for the calculation of damaged reinforced concrete columns of circular cross-section. The theory and the basic settings for the calculation are based on European Eurocode standards. The paper describes the development of method, from basic assumptions (most important assumption arises in condition of the external and internal forces plain parallelism) to the final setting of five equations with five unknowns for further solving using Newton-Raphson method. The final results (via the input and resolved parameters) are given in the height of the compressed area x, the stresses in the reinforcement bars σsi and finally, in the current bearing capacity of damaged rc section N.

Keywords

axial force; bearing capacity; circular column; damage; strain; stress

Hrčak ID:

199128

URI

https://hrcak.srce.hr/199128

Publication date:

21.4.2018.

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