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

Xin Tang Wang; Ming Zhou; Ping Xin Sun

doi:10.4028/www.scientific.net/AMM.117-119.1857

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 117-119Study of Post-Fire Behavior of a Profiled...

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

Abstract:

To study the post-fire behavior of the profiled sheet-ceramsite concrete composite floor after exposure to fire load, experimental research on post-fire bearing capacity of a profiled sheet-ceramsite concrete composite floor subjected to dead load, which has shearing nails, is carried out here. Based on the experimental results, the post-fire bearing capacity of the composite floor after exposure to fire is 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 load exhibits higher bending capacity, and the ultimate value of the equivalent distributed load is up to 30.86 kN/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:

Applied Mechanics and Materials (Volumes 117-119)

Pages:

1857-1860

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.117-119.1857

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Online since:

October 2011

Authors:

Xin Tang Wang, Ming Zhou, Ping Xin Sun

Keywords:

Bearing Capacity, Ceramsite Concrete, Composite Floor, Post-Fire Behaviour

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References

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