Cold-formed austenitic stainless steel SHS brace members under cyclic loading: Finite element modelling, design considerations
- Authors
- Cho, YongHyun; Wang, Fangying; Kim, TaeSoo
- Issue Date
- Apr-2023
- Publisher
- 국제구조공학회
- Keywords
- austenitic stainless steel; brace; buckling; fracture life; hysteretic behavior; seismic design; square hollow section
- Citation
- Steel and Composite Structures, An International Journal, v.47, no.1, pp 135 - 145
- Pages
- 11
- Indexed
- SCIE
SCOPUS
- Journal Title
- Steel and Composite Structures, An International Journal
- Volume
- 47
- Number
- 1
- Start Page
- 135
- End Page
- 145
- URI
- https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/113301
- DOI
- 10.12989/scs.2023.47.1.135
- ISSN
- 1229-9367
1598-6233
- Abstract
- This study presents a numerical investigation into the hysteretic behavior of cold-formed austenitic stainless steel square hollow section (SHS) brace members using a commercial finite element (FE) analysis software ABAQUS/Standard. The initial/post buckling and fracture life of SHS brace members are comprehensively investigated through parametric studies with FE models incorporating ductile fracture model, which is validated against the existing laboratory test results collected from the literature. It is found that the current predictive models are applicable for the initial buckling strengths of SHS brace members under cyclic loading, while result in significant inaccuracy in predictions for the post-buckling strength and fracture life. The modified predictive model is therefore proposed and the applicability was then confirmed through excellent comparisons with test results for cold-formed austenitic stainless SHS brace members.
- Files in This Item
-
Go to Link
- Appears in
Collections - COLLEGE OF ENGINEERING SCIENCES > MAJOR IN ARCHITECTURAL ENGINEERING > 1. Journal Articles
![qrcode](https://api.qrserver.com/v1/create-qr-code/?size=55x55&data=https://scholarworks.bwise.kr/erica/handle/2021.sw.erica/113301)
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.