Abstract
The global buckling resistance of welded high strength steel box section members subject to combined compression and bending was investigated through a numerical modelling programme. Finite element models were developed with the capability to accurately replicate the experimental results of the box section members under combined compression and bending. Extensive parametric studies were carried out to examine the global buckling behaviour of welded high strength steel box section members with a wide range of dimensions and member slenderness and steel grades of S460, S690 and S960 and subject to varying combinations of compression and bending. The effects of residual stresses and ultimate tensile strength-to-yield strength ratio on the global buckling behaviour of those members were investigated. The applicability of existing design rules to welded high strength steel box section members subject to combined compression and bending was evaluated using the results from parametric studies and the available experimental results in literature. The European, American and Australian standards provide conservative strength predictions for the structures. More accurate and safe strength predictions can be obtained based on European standard using the suggested column curves for the members while the design methods in Australian and American standards are safely applicable to the members.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callDisclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.
