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Cold-formed stainless steel CHS beam-columns: testing, simulation and design

Author
BUCHANAN, C.; Zhao, O.; Real, E.; Gardner, L.
Type of activity
Journal article
Journal
Engineering structures
Date of publication
2020-06
Volume
213
First page
110270:1
Last page
110270:23
DOI
10.1016/j.engstruct.2020.110270
Project funding
Structural behavior of ferritic stainless steel members
Repository
http://hdl.handle.net/2117/186561 Open in new window
https://www.researchgate.net/publication/340566015_Cold-formed_stainless_steel_CHS_beam-columns_-_Testing_simulation_and_design Open in new window
URL
https://www.sciencedirect.com/science/article/abs/pii/S0141029619317316 Open in new window
Abstract
The present work was prompted by shortcomings identified in existing design provisions for stainless steel circular hollow section (CHS) beam-columns. First, addressing a lack of existing experimental data, a series of ferritic stainless steel CHS beam-column tests was undertaken at the cross-section and member levels. In total, 26 beam-column tests, including two section sizes (a non-slender class 3 and slender class 4 cross-section), two member slenderness values for each cross-section type an...
Citation
BUCHANAN, C. [et al.]. Cold-formed stainless steel CHS beam-columns: testing, simulation and design. "Engineering structures", Juny 2020, vol. 213, p. 110270:1-110270:23.
Keywords
Beam-columns, Circular hollow sections, Combined loading, Design methods, Experiments, Finite element modelling, Stainless steel
Group of research
ATEM - Structural and Materials Technology

Participants