A Study of Effect of Shear Connector in Composite Beam in Combined Bending and Shear by ANSYS
P.S.Patil1, M.G.Shaikh2

1Mr. P.S. Patil. Department of Applied Mechanics, Government College of Engineering, Aurangabad (Maharashtra), India.
2Dr. M.G. Shaikh, Department of Applied Mechanics, Government College of Engineering, Aurangabad (Maharashtra), India.
Manuscript received on 8 August 2013 | Revised Manuscript received on 18 August 2013 | Manuscript Published on 30 August 2013 | PP: 67-74 | Volume-3 Issue-3, August 2013 | Retrieval Number: C1100083313/13©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: The use of composite structures is increasingly present in civil construction works. Steel-concrete composite beams, particularly, are structures consisting of two materials, a steel section located mainly in the tension region and a concrete section, located in the compression cross sectional area , both connected by metal devices known as shear connectors. The main functions of these connectors are to allow for the joint behavior of the beam-slab, to restrict longitudinal slipping and uplifting at the elements interface and to take shear forces. This paper presents 3D numerical models of steel-concrete composite beams to simulate their structural behavior, with emphasis on the beamslab interface. Simulations were carried out using version 14.0 ANSYS code, based on the Finite Element Method. The results obtained were compared with those provided either by Standards, experimental work or found in the literature, and such comparison demonstrated that the numerical approach followed is a valid tool in analyzing steel concrete composite beams performance.
Keywords: ANSYS.14, Composite Beams, Shear Connectors, Numerical Modeling, Finite Element.

Scope of the Article: Composite Materials