Title: Evaluation of the load carrying capacity of cold formed steel stiffened web section

Authors: Janani Selvam

Addresses: Faculty of Civil Engineering and Built Environment Engineering, Lincoln University, Malaysia

Abstract: The proposed system investigates, during radial compaction, the influence that network stiffness has on values along with the behaviours of freeze iron portal frames that include various forms of border stringers. The results of the tests give irrefutable proof that the basic component simulations are correct. In this study, the localised, deformations, as well as torsional buckling failures modes, as well as the interconnections between these failing modes, are uncovered. A comparative study is made among the beams ability that was anticipated by the parametric assessment as well as the marginal power that was calculated for cold formed structural steel by implementing the widely available methodology. This was done to determine whether or not the generalised assessment accurately anticipated the piers capabilities. We do an investigation into the reliability of this method and provide a recommendation on an acceptable adjustment variable.

Keywords: stiffened web section; load carrying capacity; ANSYS.

DOI: 10.1504/IJMRI.2024.138357

International Journal of Masonry Research and Innovation, 2024 Vol.9 No.3, pp.299 - 309

Received: 08 Nov 2022
Accepted: 31 Jan 2023
Published online: 01 May 2024 *

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