Ductility of Concrete Encased Cold-Formed Steel Beam with Trapezoidally Corrugated Web

Ravi Divahar; Philip Saratha Joanna

doi:10.4028/www.scientific.net/AMM.622.65

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 622Ductility of Concrete Encased Cold-Formed Steel...

Ductility of Concrete Encased Cold-Formed Steel Beam with Trapezoidally Corrugated Web

Abstract:

Engineers have realized that corrugated webs enormously increase their load carrying capacity as well as stability against buckling and can result in very economical design. In this paper, the results of the experiments conducted on cold-formed steel beam with encased trapezoidally corrugated webs with a view to study their strength and ductility are presented. The ductility of cold-formed steel beam with plain web and corrugated web is compared with that of encased trapezoidally corrugated web. Data presented include the load versus deflection curves, load versus strain curves, strength capacity, displacement ductility indices and moment versus curvature curves. It is found that the beam with encased trapezoidally web not only increases the moment carrying capacity but also the ductility. The results showed that the Super elastic property of encased corrugated web beams enhances the usage of it in the earthquake resistant structures.

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Periodical:

Applied Mechanics and Materials (Volume 622)

Pages:

65-73

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.622.65

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Online since:

August 2014

Authors:

Ravi Divahar*, Philip Saratha Joanna

Keywords:

Cold-Formed Steel Beam, Displacement Ductility, Load-Deflection, Moment-Curvature, Trapezoidally Corrugated Web

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References

[1] Sedky Abdullah Tohamy., Osama Mohamed Abu El Ela., AmrBakrSaddek and Ahmed Ibrahim Mohamed. (2013) "Efficiency of Plate Girder with Corrugated Web Versus Plate Girder with Flat Web".Minia Journal of Engineering and Technology, Vol.32,No1, pp.62-77.

Google Scholar

[2] KazemiNiaKorrani.H.R and Molanaei.S,(2010), " The Effect of the Corrugation Profiles of the Web on the Lateral-Torsional Buckling Strength of the Inelastic I-Girder", World Applied Sciences Journal, Vol.8(5), pp.527-530.

Google Scholar

[3] C.L. Chan., Y.A. Khalid., Sahari.B.B and A.M.S. Hamouda. (2008). "Finite Element Analysis of Corrugated Web Beams Under Bending", Engineering Structures. Vol.30, pp.1659-1666.

DOI: 10.1016/s0143-974x(01)00075-x

Google Scholar

[4] Luo.R and Edlund.B, (1996), "Shear Capacity of Plate Girders with Trapezoidally Corrugated Webs",Thin-Walled Structures, Vol.26, No.1, p.19 – 44.

DOI: 10.1016/0263-8231(96)00006-7

Google Scholar

[5] Fatimah Denan, MohdHanim Osman &Sariffuddinsaad, "The Study of Lateral Torsional Buckling Behaviour of Beam with Trapezoid Web Steel Section by Experimental and Finite Element Analsis",International Journal of Research and Reviews in Applied Sciences, Vol.2, pp.232-240, 2010.

Google Scholar