Buckling Behaviour of Cold Formed Steel Column Subjected to Axial Compression Loading

Buckling Behaviour of Cold Formed Steel Column Subjected to Axial Compression Loading

V. Jayanthi, B. Mathu Pradeep, S. Dhanish Ahmed, M. Prajesh, S. Abishake

Abstract. Cold formed steels are durable, reliable and cost effective options for low and mid-rise buildings. Analysing the behaviour of cold formed steel structures is a vital prerequisite for their further large scale applications. The previous studies on cold formed steel structures stated stiffness as a major reason for its application in the construction field. In this paper the cold formed steel structures were analysed for their behaviour when subjected to axial compression loading. The different heights of columns such as 700 mm, 750 mm and 800 mm has been taken for a constant thickness of about 2 mm. The strength and displacement of axial member against loading was investigated and the results were compared with the load displacement curve obtained numerically using Abaqus and CFS software. In this investigation, an attempt is made to study the ultimate load carrying capacity and the corresponding displacement with respect to height and the mode of failure.

Keywords
Cold Formed Steel, Stiffness, Axial Compression Loading, Buckling Load, Abaqus

Published online , 5 pages
Copyright © 2022 by the author(s)
Published under license by Materials Research Forum LLC., Millersville PA, USA

Citation: V. Jayanthi, B. Mathu Pradeep, S. Dhanish Ahmed, M. Prajesh, S. Abishake, Buckling Behaviour of Cold Formed Steel Column Subjected to Axial Compression Loading, Materials Research Proceedings, Vol. 23, pp 45-49, 2022

DOI: https://doi.org/10.21741/9781644901953-6

The article was published as article 6 of the book Sustainable Materials and Smart Practices

Content from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.

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