The effect of cross section type on the performance of different sized bolted shear connectors for composite cold-formed steel beams

Author:

Salah Mustafa S.,Muteb Haitham H.

Publisher

Springer Science and Business Media LLC

Subject

Building and Construction,Civil and Structural Engineering

Reference33 articles.

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2. Tzouka E, Karavasilis T, Kashani MM, Afshan S (2021) Finite element modelling of push-out tests for novel locking nut shear connectors. Structures, vol 33. Elsevier, Oxford, pp 1020–1032

3. Salih MN, Tahir MM, Mohammad S, Ahmad Y (2018) Behavior of boxed cold-formed steel as composite beam with rebar as shear connector. International Congress and Exhibition” Sustainable Civil Infrastructures: Innovative Infrastructure Geotechnology”. Springer, Cham, pp 324–332

4. Lakkavalli BS, Liu Y (2006) Experimental study of composite cold-formed steel C-section floor joists. J Constr Steel Res 62(10):995–1006

5. Irwan JM, Hanizah AH, Azmi I (2009) Test of shear transfer enhancement in symmetric cold-formed steel–concrete composite beams. J Constr Steel Res 65(12):2087–2098

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