PARAMETRIC STUDY OF COLD-FORMED STEEL LIPPED CHANNEL COLUMN SECTION

Authors

  • Khyati A. Patel M.Tech Structural Engineering Student, CGPIT, Bardoli, Gujarat, India
  • Hitesh K. Dhameliya Assistant Professor, Civil Engineering Department,CGPIT, Bardoli, Gujarat, India
  • Krutarth S. Patel Assistant Professor, Civil Engineering Department, CGPIT, Bardoli, Gujarat, India

Keywords:

Cold-formed steel, Local buckling, Distortional buckling, Global buckling, Finite strip analysis, CUFSM, Parametric study

Abstract

Usage of cold formed steel structural components for buildings and structures is gaining popularity in India
for a decade. Most effective use of Cold-formed steel can be made for different purposes since they are economical in
production. This paper presents the details of the finite strip models developed to investigate the buckling behaviour of
cold-formed steel column. Cold-formed steel is vulnerable to buckling due to its thinner section which affects the strength
of the section. In order to assess the influence of buckling, four thicknesses (1.2mm, 2mm, 3.15mm, 4mm) were chosen.
Finite strip analysis was performed using CUFSM software. Parametric studies have been conducted for ratio of web
height to flange width and ratio of lip length to flange width

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Published

2018-04-25

How to Cite

Khyati A. Patel, Hitesh K. Dhameliya, & Krutarth S. Patel. (2018). PARAMETRIC STUDY OF COLD-FORMED STEEL LIPPED CHANNEL COLUMN SECTION. International Journal of Advance Engineering and Research Development (IJAERD), 5(4), 1344–1350. Retrieved from https://www.ijaerd.org/index.php/IJAERD/article/view/3228

Issue

Vol. 5 No. 4 (2018): Volume 5 Issue 4 April 2018

Section

Articles

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