Concrete-filled steel tubular columns. Shear connection design

Calin Moga, Stefan I. Gutiu, Gabriel Urian

Abstract


This paper presents an analytical evaluation method for the longitudinal shear stresses over the interface between the structural steel and the concrete filled steel tubular section.
A working example is also given in this paper, which can be useful in the design activity of such type of structures.


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References


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

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

*** 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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