A numerical study of compressive capacities of stainless steel angle columns is presented in the paper in order to assess the design procedures presented in Eurocode 3. The study focuses on pin-ended hot-rolled equal angle columns made of austenitic stainless steel grade EN 1.4301. The study shows that the implementation of buckling curve b, used for the design of carbon steel hot-rolled angles, gives higher and unsafe buckling resistance of equivalent stainless steel angles in low and intermediate slenderness domains in comparison with numerical results.
TY - JOUR
AU - Filipović, A.
AU - Dobrić, Jelena
AU - Marković, Zlatko
AU - Baddoo, N.
AU - Flajs, Željko
PY - 2019
UR - http://rims.institutims.rs/handle/123456789/362
AB - A numerical study of compressive capacities of stainless steel angle columns is presented in the paper in order to assess the design procedures presented in Eurocode 3. The study focuses on pin-ended hot-rolled equal angle columns made of austenitic stainless steel grade EN 1.4301. The study shows that the implementation of buckling curve b, used for the design of carbon steel hot-rolled angles, gives higher and unsafe buckling resistance of equivalent stainless steel angles in low and intermediate slenderness domains in comparison with numerical results.
PB - Union of Croatian Civil Engineers and Technicians
T2 - Gradjevinar
T1 - Buckling resistance of stainless steel angle column
EP - 558
IS - 7
SP - 547
VL - 71
DO - 10.14256/JCE.2563.2018
ER -
@article{
author = "Filipović, A. and Dobrić, Jelena and Marković, Zlatko and Baddoo, N. and Flajs, Željko",
year = "2019",
abstract = "A numerical study of compressive capacities of stainless steel angle columns is presented in the paper in order to assess the design procedures presented in Eurocode 3. The study focuses on pin-ended hot-rolled equal angle columns made of austenitic stainless steel grade EN 1.4301. The study shows that the implementation of buckling curve b, used for the design of carbon steel hot-rolled angles, gives higher and unsafe buckling resistance of equivalent stainless steel angles in low and intermediate slenderness domains in comparison with numerical results.",
publisher = "Union of Croatian Civil Engineers and Technicians",
journal = "Gradjevinar",
title = "Buckling resistance of stainless steel angle column",
pages = "558-547",
number = "7",
volume = "71",
doi = "10.14256/JCE.2563.2018"
}
Filipović, A., Dobrić, J., Marković, Z., Baddoo, N.,& Flajs, Ž.. (2019). Buckling resistance of stainless steel angle column. in Gradjevinar
Union of Croatian Civil Engineers and Technicians., 71(7), 547-558.
https://doi.org/10.14256/JCE.2563.2018
Filipović A, Dobrić J, Marković Z, Baddoo N, Flajs Ž. Buckling resistance of stainless steel angle column. in Gradjevinar. 2019;71(7):547-558.
doi:10.14256/JCE.2563.2018 .
Filipović, A., Dobrić, Jelena, Marković, Zlatko, Baddoo, N., Flajs, Željko, "Buckling resistance of stainless steel angle column" in Gradjevinar, 71, no. 7 (2019):547-558,
https://doi.org/10.14256/JCE.2563.2018 . .
