The Evolution and Performance of Cold-Formed Steel Built-Up Battened Columns

Authors

  • N F Jainudin Universiti Tun Hussein Onn Malaysia
  • Norwati Jamaluddin
  • Zainorizuan Mohd Jaini Kyoto University
  • Hakim S.J.S Universiti Tun Hussein Onn Malaysia
  • Noridah Mohamad Universiti Tun Hussein Onn Malaysia

Keywords:

Cold-formed steel, battened column, built-up column, batten, chord

Abstract

The cold-formed steel (CFS) built-up battened column represents a transformative and innovative solution in the construction industry due to its versatility, cost-effectiveness, and superior strength-to-weight ratio. In design consideration, chord spacing and batten plates influence the structural performance and stability of the column. The emphasis lies in the design flexibility of built-up battened columns, in which the composite action of several chord members connected by batten plates can enhance axial compressive strength. The batten plate plays a crucial role in preventing buckling and increasing the stability of the column while distributing the load evenly. The batten plates need to be properly designed to ensure stability and reduce buckling failure in the built-up battened column. However, implementing CFS built-up battened columns presents several challenges, including design complexity, connection design, and limited standards and guidelines.  

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Published

09-09-2024

Issue

Section

Issue on Civil and Environmental Engineering

How to Cite

N F Jainudin, Jamaluddin, N., Zainorizuan Mohd Jaini, Hakim S.J.S, & Noridah Mohamad. (2024). The Evolution and Performance of Cold-Formed Steel Built-Up Battened Columns. International Journal of Integrated Engineering, 16(5), 444-453. https://penerbit.uthm.edu.my/ojs/index.php/ijie/article/view/17517

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