i-manager Publications

A Study on Cold Formed Steel Beams- a Review

M. Adil Dar*, Deepankar Kumar Ashish**, A.R. Dar***

* P.G. Research Scholar, Department of Structural Engineering, Swami Devi Dyal Institute of Engineering Technology, Haryana, India.

** Assistant Professor & Head, Department of Civil Engineering, Swami Devi Dyal Institute of Engineering Technology, Haryana, India.

*** Professor & Head, Civil Engineering, National Institute of Technology, Srinagar, J&K, India.

Periodicity:September - November'2014
DOI : https://doi.org/10.26634/jste.3.3.3064

Abstract

Cold formed steel structures are structural products that are made by forming plane sheets of steel at an ambient temperature into different shapes that can be used to satisfy structural and functional requirements. In recent years, the demand for high strength materials for wide range of structural applications has been instrumental for more developments in cold-formed steel sections as compared to the hot rolled steel sections. Therefore, the understanding of cold formed steel performance becomes an important issue to be studied. This paper holds three works. First, it reviews an introduction on cold formed steel structures. Second, it summarizes special design criteria and local buckling and post buckling strength of cold formed steel constructions. Finally, it offers a conclusion on the need for innovative sectional profiles over the conventional sections for cold formed steel.

Keywords

Keywords: Cold Formed Steel, Buckling, Special Design Criteria, Innovative Sectional Profiles.

How to Cite this Article?

Dar, M.A., Ashish, D.K., and Dar, A.R. (2014). A Study on Cold Formed Steel Beams- a Review. i-manager’s Journal on Structural Engineering, 3(3), 34-40. https://doi.org/10.26634/jste.3.3.3064

References

[1]. Chen J. and Young B. (2006). “Corner properties of cold-formed steel sections at elevated temperatures”. Thin-Walled Structure, Vol.44, pp. 216-223.

[2]. Hankock, G.M. (2001). “Cold formed steel designing & analysis”, Marcell Dekker Sydney. Australia.

[3]. C. Yu, B.W Schafer (2006). “Distortional buckling tests on cold formed steel beams”, Journal of Structural Engineering ASCE, Vol. 1, No. 132, pp.515-528.

[4]. M. Meiyalagan , M.Anbarasu , and Dr.S.Sukumar (2010). “Investigation on cold formed c section long column with intermediate stiffener & corner lips –under axial compression” International Journal of Applied Engineering Research Dindigul, Vol. 1 ,No 1, pp.28-41.

[5]. C. Yu, B.W Schafer (2002). “Local buckling tests on cold formed steel beams”, Proceedings of16th International Specialty Conference Cold-Formed Steel Structures 2002, Orlando, FL.

[6]. Nayrayanan and Mahendran M.(2003). “Ultimate capacity of innovative cold formed steel columns”, Journal of Constructional Steel Research, Vol.59, No.24, pp.489- 508.

[7]. Schafer, B. W., and Adany, S. (2006). “Buckling analysis of cold-formed steel members using CUFSM, conventional and constrained finite strip methods.” Proc., 18th Int. Specialty Conf. on Cold-Formed Steel Structures, pp.39–54

[8]. Sarvade S.M., Sarvade M.M (2013). “Load carrying capacity of innovative Cold Formed Steel column”, Proceedings of Second International Conference on Emerging Trends in Engineering.

[9]. McDonald, M., Heiyantuduwa, M.A., Rhodes, J. (2008). “Recent developments in the design of cold- formed steel members and structures”. Thin-Walled Structures, Vol. 4 , No.6, pp.1047-1053

[10]. Bayan A, Sariffuddin S., Hanim O (2011). “Cold formed steel joints and structures -A review”, International Journal of Civil and Structural Engineering, Vol. 2, No 2, pp.621-634

	North Americas,UK, Middle East,Europe		India	Rest of world
	USD	EUR	INR	USD-ROW
Pdf	35	35	200	20
Online	35	35	200	15
Pdf & Online	35	35	400	25

A Study on Cold Formed Steel Beams- a Review

Abstract

Keywords

How to Cite this Article?

References

If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Options for accessing this content: