Fire Test on Two-Way Slab with Two Edges Clamped and Two Edges Simply Supported

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Abstract:

This paper describes the results of a fire test conducted on two-way slab with two edges clamped and two edges simply supported. The details of support condition, arrangement of reinforcement, position of displacement transducers and thermocouple trees are described. The experimental results such as the temperature distributions within the slab, vertical deflections and horizontal displacements are presented. The experimental results show that the temperature distribution along the slab depth was nonlinear and the temperature gradients in the slab were large. Main cracks near the clamped edges occurred on the top surface of the slab. It is shown that two-way slab with two edges clamped and two edges simply supported has good fire resistance.

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148-151

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March 2015

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] C.G. Bailey, T. Lennon and D.B. Moore: The Structural Engineer, Vol. 77 (1999) No. 8, p.15.

Google Scholar

[2] M.A. O'Conner, B.R. Kirby and D.M. Martin: The Structural Engineer, Vol. 81 (2003) No. 2, p.27.

Google Scholar

[3] C.G. Bailey, D.S. White and D.B. Moore: Engineering Structures, Vol. 22 (2000) No. 12, p.1583.

Google Scholar

[4] C.G. Bailey and D.B. Moore: The Structural Engineer, Vol. 78 (2000) No. 11, p.19.

Google Scholar

[3] L. Lim, A. Buchanan and P. Moss: Engineering Structures, Vol. 26 (2004) No. 8, p.1081.

Google Scholar

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

Google Scholar

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

Google Scholar

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

Google Scholar

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

Google Scholar