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Composite Beams of Cold Formed Steel Section and Concrete Slab
Mohamed Abdelazem Mohamed Youns,  Saeed Ahmed Hassaneen,  Mohamed ragaee Badr,  Emad Saeed Salem
This work presents the experimental tests which were carried out to examine the structural behavior of composite beam of cold formed steel with concrete slab. Seven innovative composite beams cold formed steel lipped channel sections (CFS) with concrete slab, taken into account the effect of bent up half flange for the channel as a new shear dowel, were studied the test parameters include shape of shear dowel, thickness of CFS and concrete slab thickness. The results showed that by increasing the thickness of CFS will lead to an increase in the ultimate load of composite beams. Furthermore, by increasing thickness of concrete slab will provide an increase in the ultimate load.
Keywords- Composite; Cold-formed;; Large-scale test; Bent-up of the half flange channel; Flexural capacity
Unique Identification Number - IJEDR1604030Page Number(s) - 165-177Pubished in - Volume 4 | Issue 4 | November 2016DOI (Digital Object Identifier) -    Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
Mohamed Abdelazem Mohamed Youns,  Saeed Ahmed Hassaneen,  Mohamed ragaee Badr,  Emad Saeed Salem,   "Composite Beams of Cold Formed Steel Section and Concrete Slab"
, International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.4, Issue 4, pp.165-177, November 2016, Available at :http://www.ijedr.org/papers/IJEDR1604030.pdf