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

Analysis of Damaged Concrete Columns of Circular Cross-Section

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

Puni tekst: engleski, pdf (2 MB) str. 337-343 preuzimanja: 227* citiraj
APA 6th Edition
Orešković, M., Klymenko, I., Aniskin, A. i Kozina, G. (2018). Analysis of Damaged Concrete Columns of Circular Cross-Section. Tehnički vjesnik, 25 (2), 337-343. https://doi.org/10.17559/TV-20160621085905
MLA 8th Edition
Orešković, Matija, et al. "Analysis of Damaged Concrete Columns of Circular Cross-Section." Tehnički vjesnik, vol. 25, br. 2, 2018, str. 337-343. https://doi.org/10.17559/TV-20160621085905. Citirano 21.09.2019.
Chicago 17th Edition
Orešković, Matija, Ievgenii Klymenko, Aleksej Aniskin i Goran Kozina. "Analysis of Damaged Concrete Columns of Circular Cross-Section." Tehnički vjesnik 25, br. 2 (2018): 337-343. https://doi.org/10.17559/TV-20160621085905
Harvard
Orešković, M., et al. (2018). 'Analysis of Damaged Concrete Columns of Circular Cross-Section', Tehnički vjesnik, 25(2), str. 337-343. https://doi.org/10.17559/TV-20160621085905
Vancouver
Orešković M, Klymenko I, Aniskin A, Kozina G. Analysis of Damaged Concrete Columns of Circular Cross-Section. Tehnički vjesnik [Internet]. 2018 [pristupljeno 21.09.2019.];25(2):337-343. https://doi.org/10.17559/TV-20160621085905
IEEE
M. Orešković, I. Klymenko, A. Aniskin i G. Kozina, "Analysis of Damaged Concrete Columns of Circular Cross-Section", Tehnički vjesnik, vol.25, br. 2, str. 337-343, 2018. [Online]. https://doi.org/10.17559/TV-20160621085905

Sažetak
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.

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

Hrčak ID: 199128

URI
https://hrcak.srce.hr/199128

Posjeta: 390 *