This paper is focused on the effects of confinement of the reinforcement reinforced concrete sections, i.e. in the way that the transverse reinforcement affects the improvement of the characteristics of both the material and the affected zone of the element. The practical meaning of the confinement effectiveness factor from the expression of Eurocode 8 was explained. Size of the part of element that is effectively confined by the stirrups is estimated on examples of differently reinforced circular and square sections of the column by analysis of the three-dimensional presentation of effectively confined concrete sections. The connection between confinement effectiveness factor by Eurocode 8 and real effective concrete core is established.
Građevinski materijali i konstrukcije, 2019, 62, 3, 3-17
Izdavač:
Society for Materials and Structures Testing of Serbia
Finansiranje / projekti:
Projekat Ministarstvu prosvete, nauke i tehnološkog razvoja Republike Srbije TR-36048 „Istraživanje stanja i metoda unapređenja građevinskih konstrukcija sa aspekta upotrebljivosti, ekonomičnosti i održavanja”
TY - JOUR
AU - Vulinović, Miloš
AU - Milićević, Ivan
AU - Ignjatović, Ivan
PY - 2019
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2460
AB - This paper is focused on the effects of confinement of the reinforcement reinforced concrete sections, i.e. in the way that the transverse reinforcement affects the improvement of the characteristics of both the material and the affected zone of the element. The practical meaning of the confinement effectiveness factor from the expression of Eurocode 8 was explained. Size of the part of element that is effectively confined by the stirrups is estimated on examples of differently reinforced circular and square sections of the column by analysis of the three-dimensional presentation of effectively confined concrete sections. The connection between confinement effectiveness factor by Eurocode 8 and real effective concrete core is established.
PB - Society for Materials and Structures Testing of Serbia
T2 - Građevinski materijali i konstrukcije
T1 - Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja
T1 - The design of local ductility for reinforced concrete elements by eurocode 8 - confinement effectiveness factor
EP - 17
IS - 3
SP - 3
VL - 62
DO - 10.5937/GRMK1903003V
ER -
@article{
author = "Vulinović, Miloš and Milićević, Ivan and Ignjatović, Ivan",
year = "2019",
abstract = "This paper is focused on the effects of confinement of the reinforcement reinforced concrete sections, i.e. in the way that the transverse reinforcement affects the improvement of the characteristics of both the material and the affected zone of the element. The practical meaning of the confinement effectiveness factor from the expression of Eurocode 8 was explained. Size of the part of element that is effectively confined by the stirrups is estimated on examples of differently reinforced circular and square sections of the column by analysis of the three-dimensional presentation of effectively confined concrete sections. The connection between confinement effectiveness factor by Eurocode 8 and real effective concrete core is established.",
publisher = "Society for Materials and Structures Testing of Serbia",
journal = "Građevinski materijali i konstrukcije",
title = "Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja, The design of local ductility for reinforced concrete elements by eurocode 8 - confinement effectiveness factor",
pages = "17-3",
number = "3",
volume = "62",
doi = "10.5937/GRMK1903003V"
}
Vulinović, M., Milićević, I.,& Ignjatović, I.. (2019). Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja. in Građevinski materijali i konstrukcije
Society for Materials and Structures Testing of Serbia., 62(3), 3-17.
https://doi.org/10.5937/GRMK1903003V
Vulinović M, Milićević I, Ignjatović I. Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja. in Građevinski materijali i konstrukcije. 2019;62(3):3-17.
doi:10.5937/GRMK1903003V .
Vulinović, Miloš, Milićević, Ivan, Ignjatović, Ivan, "Obezbeđenje lokalne duktilnosti armiranobetonskih elemenata prema evrokodu 8 – koeficijent utezanja" in Građevinski materijali i konstrukcije, 62, no. 3 (2019):3-17,
https://doi.org/10.5937/GRMK1903003V . .
