Investigation on Behaviour of Cold Formed Deep Joist Channel Section

  • Aravinth.S Student, Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore, Tamil Nadu, INDIA
  • Kaarthik.M Professor, Department of Civil Engineering, Coimbatore Institute of Technology, Coimbatore, Tamil Nadu, INDIA
Keywords: Cold-Formed Section, Flexural Behavior, Furred Section, Joist Beam

Abstract

The application of cold formed steel elements in construction is becoming very popular due to several advantages like Speedy construction, higher strength to weight ratio, dimensional stability and recycled material. Nowadays, CFS is proposed to use as building components as beams, columns, Joists, wall panels etc. The load carrying capacity of cold-formed steel (CFS) joists can be enhanced by employing optimization techniques. Recent research studies have mainly focused on optimizing the bending capacity of conventional channel with and without lips that are used as joists.  The objective of the study is to examine the flexural strength, failure mode and load-deflection of the cold formed steel double furred channel section with and without web openings under flexure.

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References

S.J. Qadir, V.B. Nguyen, & I.Hajirasouliha. (2020). Optimal design of cold roll formed steel channel sections under bending considering both geometry and cold work effects. Elsevier-Thin Walled Structures, 102-110.

Jun Ye, Iman Hajirasouliha, Jurgen Becque, & Kypros Pilakoutas. (2016). Development of more efficient cold-formed steel channel sections in bending. Elsevier-Thin Walled Structures, 65-68.

Perampalam Gatheeshgar, Keerthan Poologanathan, Shanmuganathan Gunalan, Islam Shyha, Konstantinos Daniel Tsavdaridis, & Marco Corradi. (2020). Optimal design of cold-formed steel lipped channel beams: Combined bending, shear, and web crippling. Elsevier-Structures, 28, 4622-4631.

P. Sangeetha, S.M. Revathi, V. Sudhakar, D. Swarnavarshini, & S. Sweatha. (2020). Behaviour of cold-formed steel hollow beam with perforation under flexural loading. Elsevier, 1-7.

Amir Jameei Osgouei, Yousef Hosseinzadeh, & Hamid Ahmadi. (2019). Local buckling analysis of cold-formed steel webs with stiffened rectangular openings. Elsevier - Journal of Constructional Steel Research, 8-14.

Published
2021-06-30
How to Cite
Aravinth.S, & Kaarthik.M. (2021). Investigation on Behaviour of Cold Formed Deep Joist Channel Section. International Journal of Engineering and Management Research, 11(3), 221-223. https://doi.org/10.31033/ijemr.11.3.35
Section
Articles