Shear Strength of the Perfobond Connection of a Steel-Concrete Composite Slim Floor System

Hong C. Rhim; Kwang Ho Lee; Won Seok Jang; Seong Hoon Jeong; Dae Jin Kim; Jong Hwan Park

doi:10.4028/www.scientific.net/AMM.764-765.1134

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 764-765Shear Strength of the Perfobond Connection of a...

Shear Strength of the Perfobond Connection of a Steel-Concrete Composite Slim Floor System

Abstract:

The use of steel-concrete composite members has been significantly increased as they have the advantages of the reduction of cross sectional areas, excellent ductility against earthquake loadings and a longer life span than typical steel frame members. In this paper, push-out tests were performed on six specimens to investigate the structural behavior and shear strength of perfobond connection of a steel-concrete composite slim floor system. An equation to theoretically estimate the shear strength of the perfobond connection is proposed, and its accuracy is examined by comparing its predictions with the test results. A finite element analysis model is also developed and used to confirm the effectiveness of the proposed strength equation.

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Periodical:

Applied Mechanics and Materials (Volumes 764-765)

Pages:

1134-1138

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.764-765.1134

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Online since:

May 2015

Authors:

Hong C. Rhim*, Kwang Ho Lee, Won Seok Jang, Seong Hoon Jeong, Dae Jin Kim, Jong Hwan Park

Keywords:

Finite Element Analysis (FEA), Perfobond Connection, Shear Strength, Slim Floor, Steel-Concrete Composite

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* - Corresponding Author

References

[1] KS F 2405: Method of test for compressive strength of concrete, Korea Standards Association (2005).

Google Scholar

[2] B. Huo: Experimental and Analytical Study of the Shear Transfer in Composite Shallow Sellular Floor Beams, Ph.D. dissertation, City University London (2012).

Google Scholar

[3] M.F.M. Zain, H.B. Mahmud, A. Ilham and M. Faizal: Cement Concrete Res Vol. 32(8) (2002), pp.1251-1258.

DOI: 10.1016/s0008-8846(02)00768-8

Google Scholar

[4] R.M. Lawson, D.L. Mullett and J.W. Rackham: Design of asymmetric slimflor beams using deep composite decking (1997).

Google Scholar

[5] ANSYS Inc.: ANSYS Mechanical theory manual (2010).

Google Scholar