The design rules for centrically compressed stainless steel equal-leg angle
members are not explicitly stated in the current European standard SRPS EN 1993-
1-4. This paper summarizes the results of extensive research conducted on this type
of structural elements aiming to define recommendations for their design. Based on
a systematic experimental investigation, a detailed numerical analysis was
performed, and a database of columns’ resistances were defined. Material and
geometric nonlinear analysis included three key stainless steel alloys, austenitic,
ferritic and duplex. The design curves for flexural and flexural–torsional buckling
check have been proposed in accordance with European codified procedures.
TY - JOUR
AU - Dobrić, Jelena
AU - Filipović, Aljoša
AU - Baddoo, Nancy
AU - Marković, Zlatko
AU - Buđevac, Dragan
PY - 2021
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2418
AB - The design rules for centrically compressed stainless steel equal-leg angle
members are not explicitly stated in the current European standard SRPS EN 1993-
1-4. This paper summarizes the results of extensive research conducted on this type
of structural elements aiming to define recommendations for their design. Based on
a systematic experimental investigation, a detailed numerical analysis was
performed, and a database of columns’ resistances were defined. Material and
geometric nonlinear analysis included three key stainless steel alloys, austenitic,
ferritic and duplex. The design curves for flexural and flexural–torsional buckling
check have been proposed in accordance with European codified procedures.
T2 - Building Materials and Structures
T1 - The new buckling curves for cold-formed stainless steel equal-leg angle columns
IS - 64
DO - 10.5937/GRMK2103171D
ER -
@article{
author = "Dobrić, Jelena and Filipović, Aljoša and Baddoo, Nancy and Marković, Zlatko and Buđevac, Dragan",
year = "2021",
abstract = "The design rules for centrically compressed stainless steel equal-leg angle
members are not explicitly stated in the current European standard SRPS EN 1993-
1-4. This paper summarizes the results of extensive research conducted on this type
of structural elements aiming to define recommendations for their design. Based on
a systematic experimental investigation, a detailed numerical analysis was
performed, and a database of columns’ resistances were defined. Material and
geometric nonlinear analysis included three key stainless steel alloys, austenitic,
ferritic and duplex. The design curves for flexural and flexural–torsional buckling
check have been proposed in accordance with European codified procedures.",
journal = "Building Materials and Structures",
title = "The new buckling curves for cold-formed stainless steel equal-leg angle columns",
number = "64",
doi = "10.5937/GRMK2103171D"
}
Dobrić, J., Filipović, A., Baddoo, N., Marković, Z.,& Buđevac, D.. (2021). The new buckling curves for cold-formed stainless steel equal-leg angle columns. in Building Materials and Structures(64).
https://doi.org/10.5937/GRMK2103171D
Dobrić J, Filipović A, Baddoo N, Marković Z, Buđevac D. The new buckling curves for cold-formed stainless steel equal-leg angle columns. in Building Materials and Structures. 2021;(64).
doi:10.5937/GRMK2103171D .
Dobrić, Jelena, Filipović, Aljoša, Baddoo, Nancy, Marković, Zlatko, Buđevac, Dragan, "The new buckling curves for cold-formed stainless steel equal-leg angle columns" in Building Materials and Structures, no. 64 (2021),
https://doi.org/10.5937/GRMK2103171D . .
