Experimental Study of Mechanical Property of a New Lightweight Composite Floor

Bing Shao; Zheng Jue Huang; Xin Tang Wang

doi:10.4028/www.scientific.net/AMM.501-504.555

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 501-504Experimental Study of Mechanical Property of a New...

Experimental Study of Mechanical Property of a New Lightweight Composite Floor

Abstract:

For analysis of bearing mechanism of the composite floor formed with thin-walled steel and lightweight aggregate concrete, the static load test of a composite floor was put forward. The specimen is simply supported at the two shorter sides of the floor and the other two sides free. The uniform loads and partial loads are applied to the floor through load blocks. The vertical displacements of the floor, the relative slips of concrete panels and steel beam and strains of specimens were measured and analyzed. The results showed that the new lightweight composite floor has better bearing capacity and there was not cracks in lightweight aggregate concrete panels while the applied loads are much larger than the normal loads. It is concluded that variation of strains of secondary beams and concrete panels has similar development trend as the equivalent uniform load is close the value of 6 kN/m².

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Periodical:

Applied Mechanics and Materials (Volumes 501-504)

Pages:

555-558

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.501-504.555

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Online since:

January 2014

Authors:

Bing Shao, Zheng Jue Huang, Xin Tang Wang

Keywords:

Composite Floor, Experimental Study, Lightweight Concrete, Mechanical Property, Thin-Walled Steel Beam

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References

[1] M. J. Bai, Y. J. Shao, X. H. Wen and R. B. She: Concrete and Cement Products 5(2011), p.43.

Google Scholar

[2] Y. K. Zhang, Y. H. Liu and X. R. Song: Industry Construction Vol. 38(2008), p.83.

Google Scholar

[3] Y. Zheng, S.W. Cheng and W. H. Deng: Industry Construction Vol. 37(2007), p.579.

Google Scholar

[4] Y. Hao, J.J. Miao, Y.C. Liu and G.Q. Sun: Building Structure Vol. 38(2008), p.25.

Google Scholar

[5] C.Z. Ding: Light Steel Skeleton House (Machinery Industry Press, Beijing 2007).

Google Scholar

[6] D. Yeoh, M. Fragiacomo and B. Deam: Engineering Structures Vol. 33(2011), p.2697.

Google Scholar

[7] L.F. Jorge, J. Schänzlin, S.M.R. Lopes, H. Cruz and U. Kuhlmann: Engineering Structures Vol. 32(2010), p.3966.

DOI: 10.1016/j.engstruct.2010.09.007

Google Scholar

[8] U. Klansek and S. Kravanja: Journal of Constructional Steel Research Vol. 62(2006), p.449.

Google Scholar

[9] W. A. Thanoon, Y. Yardim and M.S. Jaafar: Construction and Building materials Vol. 24(2010), p.2224.

Google Scholar