Calculation Method of Intumescent Coatings of Fire Protection for Concrete-Filled Hollow Structural Steel Columns

Hai Zhou Chen; Yu Ling Wang; Jin Gui Liu; Gui Ling Wang; Rong Quan Ma; Wei Xu

doi:10.4028/www.scientific.net/AMR.339.88

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HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 339Calculation Method of Intumescent Coatings of Fire...

Calculation Method of Intumescent Coatings of Fire Protection for Concrete-Filled Hollow Structural Steel Columns

Abstract:

The use of hollow structural steel (HSS) columns filled with concrete has become widespread in the past few decades. The residual strength of a composite column may used to assess the potential damage caused by fire and help to establish an approch to calculate the strctural fire protection. Sum up BS standard, AISC standard and some research about cementiteous sprayed monolithic fire protection coatings of Prof. Han’s and calculate the residual strength of a composite column for New Terminal Building of Republic of Mauritius Sir Seewoosaugur Ramgoolam International Airport Expansion Project. The concolusion and method may be used by other approximate project.

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Periodical:

Advanced Materials Research (Volume 339)

Pages:

88-91

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.339.88

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Online since:

September 2011

Authors:

Hai Zhou Chen, Yu Ling Wang, Jin Gui Liu, Gui Ling Wang, Rong Quan Ma, Wei Xu

Keywords:

Concrete, Fire Resistive, Intumescent Coatings, Steel Columns

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References

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