Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/104056
Title: | Structural behaviour of octagonal tubular steel stub columns under uniaxial compression | Authors: | Zhu, JY Chan, TM Young, B |
Issue Date: | 2017 | Source: | In A Heidarpour & XL Zhao (Eds.), Tubular Structures XVI: Proceedings of the 16th International Symposium for Tubular Structures (ISTS 2017), Melbourne, Australia, 4-6 December, 2017, p. 567-574. Leiden, The Netherlands: CRC Press, 2017 | Abstract: | This paper presents the experimental and numerical investigations on the compressive behaviour of cold-formed steel tubular stub columns with octagonal cross-section. Companion stub columns with circular and square cross-sections were also examined and compared. The material properties, dimensions and geometric imperfections for each specimen were carefully measured. Load-deformation relationships and failure modes of the test specimens were presented. Finite element methodology was also developed and validated against the experimental results. The current design codes from Europe and North America were assessed. | Publisher: | CRC Press | ISBN: | 978-1-3512-1084-3 (eBook) 978-0-8153-8134-1 (Hardback) |
DOI: | 10.1201/9781351210843-71 | Rights: | © 2018 Taylor & Francis Group, London, UK This is an Accepted Manuscript of a book chapter published by CRC Press in Tubular Structures XVI: Proceedings of the 16th International Symposium for Tubular Structures (ISTS 2017), Melbourne, Australia, 4-6 December, 2017 on 14 November 2017, available online: http://www.crcpress.com/9781351210843. |
Appears in Collections: | Book Chapter |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Chan_Structural_Behaviour_Octagonal.pdf | Pre-Published version | 1.22 MB | Adobe PDF | View/Open |
Page views
46
Citations as of Dec 22, 2024
Downloads
26
Citations as of Dec 22, 2024
SCOPUSTM
Citations
1
Citations as of Jun 21, 2024
Google ScholarTM
Check
Altmetric
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.