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
Чланак у часопису (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
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.
Кључне речи:
Eurocode 8 / ductility / confinement effectiveness factorИзвор:
Građevinski materijali i konstrukcije, 2019, 62, 3, 3-17Издавач:
- Society for Materials and Structures Testing of Serbia
Финансирање / пројекти:
- Projekat Ministarstvu prosvete, nauke i tehnološkog razvoja Republike Srbije TR-36048 „Istraživanje stanja i metoda unapređenja građevinskih konstrukcija sa aspekta upotrebljivosti, ekonomičnosti i održavanja”
Колекције
Институција/група
GraFarTY - 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 . .