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Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity

Željko Kos   ORCID icon orcid.org/0000-0002-4953-907X ; University North, University Center Varaždin, Varaždin, Croatia
Lovorka Gotal Dmitrović   ORCID icon orcid.org/0000-0002-2651-5331 ; University North, University Center Varaždin, Varaždin, Croatia
Evgenij Klimenko   ORCID icon orcid.org/0000-0002-4502-8504 ; Odessa State Academy of Civil Engineering and Architecture, Odessa, Ukraine

Puni tekst: engleski, pdf (669 KB) str. 150-154 preuzimanja: 117* citiraj
APA 6th Edition
Kos, Ž., Gotal Dmitrović, L. i Klimenko, E. (2017). Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity. Tehnički glasnik, 11 (4), 150-154. Preuzeto s https://hrcak.srce.hr/190990
MLA 8th Edition
Kos, Željko, et al. "Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity." Tehnički glasnik, vol. 11, br. 4, 2017, str. 150-154. https://hrcak.srce.hr/190990. Citirano 01.10.2020.
Chicago 17th Edition
Kos, Željko, Lovorka Gotal Dmitrović i Evgenij Klimenko. "Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity." Tehnički glasnik 11, br. 4 (2017): 150-154. https://hrcak.srce.hr/190990
Harvard
Kos, Ž., Gotal Dmitrović, L., i Klimenko, E. (2017). 'Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity', Tehnički glasnik, 11(4), str. 150-154. Preuzeto s: https://hrcak.srce.hr/190990 (Datum pristupa: 01.10.2020.)
Vancouver
Kos Ž, Gotal Dmitrović L, Klimenko E. Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity. Tehnički glasnik [Internet]. 2017 [pristupljeno 01.10.2020.];11(4):150-154. Dostupno na: https://hrcak.srce.hr/190990
IEEE
Ž. Kos, L. Gotal Dmitrović i E. Klimenko, "Developing a model of a strain (deformation) of a damaged reinforced concrete pillar in relation to a linear load capacity", Tehnički glasnik, vol.11, br. 4, str. 150-154, 2017. [Online]. Dostupno na: https://hrcak.srce.hr/190990. [Citirano: 01.10.2020.]

Sažetak
Most research is mainly focused on the border load strength of a reinforced concrete pillar made of a high strength concrete, but what about the bearing capacity of the damaged AB columns of concrete with a normal strength from the last century. In this article, an experiment of a strain test (deformation) was described in relation to the amount of the axial eccentric load, to the breakdown of the damaged reinforced concrete pillar. Through real values, a model has been developed which can predict the straining of the deflection in relation to the size of the axial eccentric load. After testing the function of strain stress dependence and the axial eccentric load, a correlation test using the χ2 test was performed. Through testing, it was found that there was no statistically significant difference between the real values and the values obtained by the mathematical model.

Ključne riječi
load; strain; reinforced concrete pillar

Hrčak ID: 190990

URI
https://hrcak.srce.hr/190990

Posjeta: 249 *