Temperature Field Analysis of Steel Reinforced Concrete Column in Fire

Jian Hua Chen; Chao Ma; Jian Hua Li; Qin Qian

doi:10.4028/www.scientific.net/AMM.351-352.615

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 351-352Temperature Field Analysis of Steel Reinforced...

Temperature Field Analysis of Steel Reinforced Concrete Column in Fire

Abstract:

In order to analyze the mechanical properties of the remaining carrying capacity of steel reinforced concrete columns after exposure to fire, full preparations must be needed. In this paper, the numerical simulation of the temperature field of steel reinforced concrete column section was being adopted the finite element analysis software MSC.MARC to analyze. Temperature distribution law of the column cross-section in the case of uneven fire was obtained. There has a nice agreement between calculation and original test data which created the conditions for high temperature and high temperature performance analysis for SRC columns

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Periodical:

Applied Mechanics and Materials (Volumes 351-352)

Pages:

615-618

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.351-352.615

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Online since:

August 2013

Authors:

Jian Hua Chen, Chao Ma, Jian Hua Li, Qin Qian

Keywords:

In Fire, Steel Reinforced Concrete Column, Temperature Field

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References

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