Study of Fire Behavior of a Profiled Sheet-Ceramsite Concrete Composite Floor

Xin Tang Wang; Ming Zhou; Hai Jiang Wang; Zhi Guo Xie

doi:10.4028/www.scientific.net/AMR.243-249.5231

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Study of Fire Behavior of a Profiled...

Study of Fire Behavior of a Profiled Sheet-Ceramsite Concrete Composite Floor

Abstract:

In order to study the fire behavior of the profiled sheet-ceramsite concrete composite floor subjected to fire load, research on fire response and post-fire bearing capacity of a profiled sheet-ceramsite concrete composite floor subjected to dead load, which has no shearing nails, is carried out here through experiment. Based on the experimental results, the fire behavior and post-fire bearing capacity of the floor after exposure to fire are analyzed. It is shown that the failure form of the profiled sheet-ceramsite concrete composite floor after exposure to fire has obvious change compared with the floor not subjected to fire load, but the composite floor subjected to fire still exhibits higher bending capacity, and the ultimate value of the equivalent distributed load is up to 35kN/m², which may be used as basis of strengthening and repairing of the profiled sheet-ceramsite concrete composite floor after exposure to fire.

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Periodical:

Advanced Materials Research (Volumes 243-249)

Pages:

5231-5235

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.243-249.5231

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Online since:

May 2011

Authors:

Xin Tang Wang, Ming Zhou, Hai Jiang Wang, Zhi Guo Xie

Keywords:

Ceramsite Concrete Composite Floor, Fire Behaviour, Fire Experiment, Profiled Sheet

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References

[1] Guo-qiang Li, Lin-hai Han and Guo-biao Lou, in: Fire Resistant Design of Steel and Steel-Concrete Composite Structures, edited by China Architecture & Building Press, Peking (2006) (In Chinese)

Google Scholar

[2] Shouchao Jiang, in: Research on Fire Resistant Theory and Experiment of Steel-Concrete Composite Floor, edited by Doctoral Dissertation, Tongji University (2001) (In Chinese)

Google Scholar

[3] Xiaodong Li, Yuli Dong and Ligang Chen: Building Technology Vol.35 (2004), p.252 (In Chinese)

Google Scholar

[4] Yankun Zhang, Haijiang Jin and Demin Jiang: Journal of North China University of Technology Vol.20 (2008), p.80 (In Chines)

Google Scholar

[5] Yankun Zhang, Haijiang Jin and Xiaoruan Song: Proceedings of the Sixteen National Conference on Structural Engineering (2007), p.238

Google Scholar

[6] Yankun Zhang, Yanghua Liu and Xiaoruan Song: Industrial Construction Vol. 38 (2008), p.83

Google Scholar