The design procedure of capacity and ductility on the concrete columns with circular cross section depending on the amount of the confining reinforcement is presented in this paper. The stress-strain model in which the longitudinal compressive strain of the concrete at failure is corresponding to the first fracture of the transverse reinforcement, is presented. The cross section capacity and the ductility factor corresponding to the longitudinal force and stirup distance is analyzed. Use of the similar design procedure on concrete-filled steel tubular columns and in strengthening of columns using still straps or FRP is possible.
TY - JOUR
AU - Najdanović, Dušan
AU - Milosavljević, Branko
PY - 2014
UR - https://grafar.grf.bg.ac.rs/handle/123456789/608
AB - The design procedure of capacity and ductility on the concrete columns with circular cross section depending on the amount of the confining reinforcement is presented in this paper. The stress-strain model in which the longitudinal compressive strain of the concrete at failure is corresponding to the first fracture of the transverse reinforcement, is presented. The cross section capacity and the ductility factor corresponding to the longitudinal force and stirup distance is analyzed. Use of the similar design procedure on concrete-filled steel tubular columns and in strengthening of columns using still straps or FRP is possible.
PB - Union of Croatian Civil Engineers and Technicians
T2 - Građevinar
T1 - Strength and ductility of concrete confined circular columns
EP - 423
IS - 5
SP - 417
VL - 66
DO - 10.14256/JCE.986.2013
ER -
@article{
author = "Najdanović, Dušan and Milosavljević, Branko",
year = "2014",
abstract = "The design procedure of capacity and ductility on the concrete columns with circular cross section depending on the amount of the confining reinforcement is presented in this paper. The stress-strain model in which the longitudinal compressive strain of the concrete at failure is corresponding to the first fracture of the transverse reinforcement, is presented. The cross section capacity and the ductility factor corresponding to the longitudinal force and stirup distance is analyzed. Use of the similar design procedure on concrete-filled steel tubular columns and in strengthening of columns using still straps or FRP is possible.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Građevinar",
title = "Strength and ductility of concrete confined circular columns",
pages = "423-417",
number = "5",
volume = "66",
doi = "10.14256/JCE.986.2013"
}
Najdanović, D.,& Milosavljević, B.. (2014). Strength and ductility of concrete confined circular columns. in Građevinar
Union of Croatian Civil Engineers and Technicians., 66(5), 417-423.
https://doi.org/10.14256/JCE.986.2013
Najdanović D, Milosavljević B. Strength and ductility of concrete confined circular columns. in Građevinar. 2014;66(5):417-423.
doi:10.14256/JCE.986.2013 .
Najdanović, Dušan, Milosavljević, Branko, "Strength and ductility of concrete confined circular columns" in Građevinar, 66, no. 5 (2014):417-423,
https://doi.org/10.14256/JCE.986.2013 . .
