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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 105-107Experimental Behavior of One-Way Concrete Slabs at...

Experimental Behavior of One-Way Concrete Slabs at Large Displacements

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Abstract:

This paper presents the tensile membrane action on one-way reinforced concrete slabs, and two full-scale specimens with one edge clamped and one edge simply supported were tested at large displacements. The details of the two tests including support conditions, arrangement of reinforcements and layout of displacement transducers are described. The test results show that the load-carrying capacity of the two slabs is significantly improved due to the tensile membrane action, about 26.6% more than the predicted value using the well-established yield-line theory. Until maximum vertical displacement reached 1/15 of the span-length, the slab did not fail and carried the load steadily.

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Periodical:

Applied Mechanics and Materials (Volumes 105-107)

Pages:

1035-1039

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.105-107.1035

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Online since:

September 2011

Authors:

Da Shan Zhang, Yu Li Dong

Keywords:

One Edge Clamped, One Edge Simply Supported, One-Way Concrete Slabs, Tensile Membrane Action, Yield-Line Theory

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] R. Park: Magazine of Concrete Research, Vol.16 (1964) No.46, p.39.

[2] A. Sawczuk, L. Winnicki: International Journal of Solids and Structures, Vol.1 (1965) No.1, p.97.

[3] R. Park: Magazine of Concrete Research, Vol.17 (1965) No.50, p.29.

[4] B. Hayes: Magazine of Concrete Research, Vol.20 (1968) No.65, p.205.

[5] R. Taylor: Magazine of Concrete Research, Vol.17 (1965) No.53, p.183.

[6] K.O. Kemp: The Structural Engineer, Vol.45 (1967) No.7, p.235.

[7] C.T. Morley: Magazine of Concrete Research, Vol.19 (1967) No.61, p.212.

[8] M. Janas: International Journal of Solids and Structures, Vol.4 (1968) No.1, p.61.

[9] R. Park: Proceedings of the Institution of Civil Engineers, Vol.28 (1964), p.125.

[10] K.W. Johansen: Yield-line formulae for slabs(Cement and Concrete Association, London 1962).

[11] C.G. Bailey: Engineering Structures, Vol.23 (2001) No.5, p.470.

[12] S.J. Foster, C.G. I.W. Bailey, and P.R.J. Burgess: Engineering Structures, Vol.26 (2004) No.9, p.1231.

[13] C.G. Bailey, W.S. Toh: Fire Safety Journal, Vol.42 (2007) No.7, p.425.

[14] C.G. Bailey, W.S. Toh: Engineering Structures, Vol.29 (2007) No.10, p.2775.

[15] M.A. Hisham, M.H. Husain, S.A.A. Sarmad: Eng. & Tech. Journal, Vol.27 (2009) No.5, p.913.

[16] Y.L. Dong, Y.Y. Fang: Magazine of concrete research, Vol.62 (2010) No.1, p.17.

[17] Y. Dong: Chinese Journal of Theoretical and Applied Mechanics, Vol.42 (2010) No.6, p.1180. (In Chinese)

[18] Y.L. Dong: Magazine of Concrete Research, Vol.62 (2010) No.7, p.497.