A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Buckling resistance of stainless steel angle columns
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.
Buckling resistance of stainless steel angle columns
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.
Buckling resistance of stainless steel angle columns
Aljoša Filipović (author) / Jelena Dobrić (author) / Zlatko Marković (author) / Nancy Baddoo (author) / Željko Flajs (author)
2019
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
The new buckling curves for cold-formed stainless steel equal-leg angle columns
| DOAJ | 2021
Local buckling of WAAM stainless steel circular columns
| Wiley | 2023
Local buckling of WAAM stainless steel circular columns
| Wiley | 2023
12.03: Buckling curves for stainless steel tubular columns
| Wiley | 2017
Buckling of stainless steel welded I-section columns
| Elsevier | 2020