Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/161919
Full metadata record
DC FieldValueLanguage
dc.contributor.authorLi, Shuaien_US
dc.contributor.authorZhao, Ouen_US
dc.date.accessioned2022-09-26T05:52:32Z-
dc.date.available2022-09-26T05:52:32Z-
dc.date.issued2022-
dc.identifier.citationLi, S. & Zhao, O. (2022). Local buckling and capacity of press-braked ferritic stainless steel channel sections under minor-axis combined loading. Thin-Walled Structures, 178, 109507-. https://dx.doi.org/10.1016/j.tws.2022.109507en_US
dc.identifier.issn0263-8231en_US
dc.identifier.urihttps://hdl.handle.net/10356/161919-
dc.description.abstractThis paper presents experimental and numerical studies of the local buckling behaviour and cross-section resistances of press-braked ferritic stainless steel channel sections under combined compression and minor-axis bending. An experimental programme was firstly conducted and included material testing, initial local geometric imperfection measurements and ten eccentric compression tests. Following the experimental programme, a numerical modelling programme was conducted, where finite element models were developed to replicate the test observations and then used to perform parametric studies to generate further numerical data over a wide range of cross-section dimensions and loading combinations. The obtained test and numerical data were then used to assess the relevant design interaction curves for press-braked ferritic stainless steel channel sections under minor-axis combined loading, as set out in the European code and American specification. The assessment results revealed that the codified design interaction curves result in conservative and scattered resistance predictions, mainly owing to the conservative bending end point and inefficient linear shape. Finally, new design interaction curves were developed and shown to provide a higher level of design accuracy and consistency than the codified design interaction curves.en_US
dc.language.isoenen_US
dc.relation.ispartofThin-Walled Structuresen_US
dc.rights© 2022 Elsevier Ltd. All rights reserved.en_US
dc.subjectEngineering::Civil engineeringen_US
dc.titleLocal buckling and capacity of press-braked ferritic stainless steel channel sections under minor-axis combined loadingen_US
dc.typeJournal Articleen
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doi10.1016/j.tws.2022.109507-
dc.identifier.scopus2-s2.0-85132376446-
dc.identifier.volume178en_US
dc.identifier.spage109507en_US
dc.subject.keywordsContinuous Strength Methoden_US
dc.subject.keywordsDesign Interaction Curvesen_US
dc.description.acknowledgementThe authors thank Bahru Stainless, SDN. BHD. for sponsoring press-braked ferritic stainless steel channel section stub column specimens.en_US
item.grantfulltextnone-
item.fulltextNo Fulltext-
Appears in Collections:CEE Journal Articles

SCOPUSTM   
Citations 50

1
Updated on Jan 24, 2023

Page view(s)

21
Updated on Jan 29, 2023

Google ScholarTM

Check

Altmetric


Plumx

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.