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Published: Građevinar 71 (2019) 7
Paper type: Preliminary report
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Buckling resistance of stainless steel angle columns

Aljoša Filipović, Jelena Dobrić, Zlatko Marković, Nancy Baddoo, Željko Flajs

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.

Keywords
stainless steel, Angle column, Buckling, finite element analysis, Eurocode 3

HOW TO CITE THIS ARTICLE:

Filipović, A., Dobrić, J., Marković, Z., Baddoo, N., Flajs, Ž.: Buckling resistance of stainless steel angle columns , GRAĐEVINAR, 71 (2019) 7, pp. 547-558, doi: https://doi.org/10.14256/JCE.2563.2018

OR:

Filipović, A., Dobrić, J., Marković, Z., Baddoo, N., Flajs, Ž. (2019). Buckling resistance of stainless steel angle columns , GRAĐEVINAR, 71 (7), 547-558, doi: https://doi.org/10.14256/JCE.2563.2018

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This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
Aljosa Filipovic WEB
Aljoša Filipović
University of Belgrade
Faculty of Civil Engineering
Jelena web
Jelena Dobrić
University of Belgrade
Faculty of civil engineering
Marković Zlatko
Zlatko Marković
University of Belgrad,
Faculty of Civil Engineering
Nancy Baddoo WEB
Nancy Baddoo
Steel Construction Institute
Zeljko Flajs
Željko Flajs
Institut IMS, Serbia