Experimental Investigation on Flexural Behavior of Cold Formed Beams with Lightweight Concrete

AL-Hasnawi Yasser Sami Ghareb; Omar Ismael Alhashimi; Andrey V. Shevchenko; Nowruzi Mohammad Shoja

doi:10.4028/www.scientific.net/MSF.992.149

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HomeMaterials Science ForumMaterials Science Forum Vol. 992Experimental Investigation on Flexural Behavior of...

Experimental Investigation on Flexural Behavior of Cold Formed Beams with Lightweight Concrete

Abstract:

In recent years, thin-walled, cold-formed steel (CFS) structural members have gained expanding use in building construction and various sorts of structural systems [1,2,3].The utilization Cold-Formed Steel (CFS) structures has become progressively popular in different fields of building technology. The reasons behind the developing popularity of these products include their ease of fabrication, high strength/weight ratio and suitability for a wide range of applications. These advantages can result in more economic designs, as compared with hot-rolled steel, especially in short-span applications. In this project work attempt has been made to use Cold formed steel section as replacement to conventional steel reinforcement bar.

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Periodical:

Materials Science Forum (Volume 992)

Pages:

149-155

DOI:

https://doi.org/10.4028/www.scientific.net/MSF.992.149

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Online since:

May 2020

Authors:

AL-Hasnawi Yasser Sami Ghareb*, Omar Ismael Alhashimi, Andrey V. Shevchenko, Nowruzi Mohammad Shoja

Keywords:

Cellular Concrete, Cold Formed Steel (CFS), Composite Beam, Non-Perforated Cold Formed Steel (Non-Per.), Perforated Cold Formed Steel (Per.)

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References

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