Experimental Investigation on Flexure Performance of New Steeldeck-Concrete Thermal Insulation Composite Floor Slabs

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Abstract:

A new Steel deck-concrete composite floor slabs was proposed that with the effect of het preservation and insulation, and the flexure performance of the slabs has been studied. Calculation method of flexural bearing capacity was put forward. Based on comparative and analysis experimental results, it has been verified that the applicability of new formula of flexural bearing capacity of the new slabs.

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993-996

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July 2014

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[1] Y.L. Guo, Z.G. Ma and G.D. Chen: J. Building Structures. 2005, Vol. 35, No. 01: pp.38-41. (In Chinese).

Google Scholar

[2] National standard Technical code of cold-formed thin-wall steel structures (GB50018-2002), Beijing: China Planning Publications, 2002. (In Chinese).

Google Scholar

[3] W.H. Yi, J.G. Nie and H.L. Peng: J. Industrial buildings. 2003, Vol. 33, No. 12: pp.22-23. (In Chinese).

Google Scholar

[4] P.Z. Cao, and Z.Q. Zhu, Steel structure (Second Edition),: M. Science and technology literature Publications, 2002. (In Chinese).

Google Scholar

[5] J.G. Nie, Steel-concrete composite structure,: Building Industry Publications, 2004. (In Chinese).

Google Scholar