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Design of cold-formed high strength steel square and rectangular hollow section beam–columns

Ma, Jia-Lin; Pandey, Madhup; Chan, Tak-Ming; Young, Ben

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Authors

Jia-Lin Ma

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MADHUP PANDEY MADHUP.PANDEY@NOTTINGHAM.AC.UK
Assistant Professor in Structural Engineering

Tak-Ming Chan

Ben Young



Abstract

Cold-formed high strength steel (CFHSS) square and rectangular hollow section (SHS and RHS) beam–columns were investigated in this study with an objective to evaluate the applicability of existing design rules given in American, Australian and European codes for SHS and RHS beam–columns of S700, S900 and S1100 steel grades, and subsequently, provide economical and reliable design rule for CFHSS SHS and RHS beam–columns. A comprehensive numerical investigation was performed in this study, where the values of flat width-to-thickness ratio of the tubular sections ranged from 7.5 to 96. The constitutive model developed for CFHSS tubular members was used in the numerical investigation. Global and local geometric imperfections were also included in the numerical models. In total, 465 data were compared with the nominal capacities predicted from American, Australian and European codes, including 390 numerical data obtained in this investigation. The safety levels of design rules given in these standards were examined by performing a reliability analysis. It has been demonstrated that the current design rules given in the American, Australian and European codes provide conservative predictions. A modified design method based on the recommendations given in European code was proposed in this study. Overall, it has been proved that the proposed design rule provides accurate and reliable predictions for the design of cold-formed S700, S900 and S1100 steel grades SHS and RHS beam–columns.

Citation

Ma, J.-L., Pandey, M., Chan, T.-M., & Young, B. (2023). Design of cold-formed high strength steel square and rectangular hollow section beam–columns. Thin-Walled Structures, 185, Article 110483. https://doi.org/10.1016/j.tws.2022.110483

Journal Article Type Article
Acceptance Date Dec 17, 2022
Online Publication Date Feb 16, 2023
Publication Date Apr 1, 2023
Deposit Date Mar 29, 2023
Publicly Available Date Feb 17, 2024
Journal Thin-Walled Structures
Print ISSN 0263-8231
Electronic ISSN 1879-3223
Publisher Elsevier
Peer Reviewed Peer Reviewed
Volume 185
Article Number 110483
DOI https://doi.org/10.1016/j.tws.2022.110483
Keywords Mechanical Engineering; Building and Construction; Civil and Structural Engineering
Public URL https://nottingham-repository.worktribe.com/output/17386423

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