Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/61268
Title: Flexural buckling of welded austenitic and duplex stainless steel I-section columns
Authors: Yang, L
Zhao, M
Chan, TM 
Shang, F
Xu, D
Keywords: Austenitic stainless steel
Duplex stainless steel
Experiments
Flexural buckling
Numerical analysis
Welded I-section columns
Issue Date: 2016
Publisher: Elsevier
Source: Journal of constructional steel research, 2016, v. 122, p. 339-353 How to cite?
Journal: Journal of constructional steel research 
Abstract: The paper presents an investigation on welded stainless steel I-section columns. In total, 22 experiments on welded I-section columns, including members buckling about major and minor axis, for both austenitic and duplex stainless steel columns were carried out. Specimen cross-sections and lengths were carefully selected to cover a wide range of geometries and non-dimensional slenderness. Measurements were taken on geometry, global initial geometric imperfection, residual stresses and material properties. The experimental results have been supplemented by the finite element simulation. The resulting structural performance data have been used to assess the applicability of the current design provisions from EN 1993-1-4, ASCE 8-02 and AS/NZS 4673 for the design of stainless steel welded-I sections. Results showed that the design provisions from EN 1993-1-4 and AS/NZS 4673 can be conservatively adopted while the ASCE 8-02 provision shows scattered predictions.
URI: http://hdl.handle.net/10397/61268
ISSN: 0143-974X
EISSN: 1873-5983
DOI: 10.1016/j.jcsr.2016.04.007
Appears in Collections:Journal/Magazine Article

Access
View full-text via PolyU eLinks SFX Query
Show full item record

Page view(s)

35
Last Week
2
Last month
Checked on Sep 24, 2017

Google ScholarTM

Check

Altmetric



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.