Composite columns with circular section. Shear transfer mechanism

Petru Moga, Stefan I. Gutiu, Catalin Moga

Abstract


The mechanisms of the shear transfer over the interface between the circular steel tube and the concrete core as well as the design of the shear connection are presented in this paper.
A numerical example for the evaluation the longitudinal shear stresses over the interface between structural steel and concrete is also presented here.


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References


Bia,C., Ille,V.,Soare,M.V.:Rezistenţa materialelor şi teoria elasticitţii.E.D.P.Bucureşti.1983

Moga,C.: Stâlpi cu secţiune compusă oţel-beton. Referat de doctorat. U.T.Cluj-Napoca.2006

*** EUROCODE 2. Design of concrete structures. EN 1992.

*** EUROCODE 3. Design of steel structures. EN 1993.

*** EUROCODE 4. Design of composite concrete and steel constructions. EN 1994


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