Temperatures Measurements in Reinforced Concrete Shear Walls

Gui Rong Liu; Fu Lai Qu; Yu Pu Song

doi:10.4028/www.scientific.net/AMR.243-249.752

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 243-249Temperatures Measurements in Reinforced Concrete...

Temperatures Measurements in Reinforced Concrete Shear Walls

Abstract:

Ten reinforce concrete (RC) shear walls were exposed to fire on one side. A time-temperature fire curve with a heating phase and decaying phase was used in order to simulate a natural fire. The effects of fire duration and load intensity are described in relation to the distribution of concrete temperature. Test results show that load intensity has little influence on the concrete temperature distribution. In contrast, peak temperature in the same depth is strongly affected by the fire duration.

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Advanced Materials Research (Volumes 243-249)

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752-755

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https://doi.org/10.4028/www.scientific.net/AMR.243-249.752

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Online since:

May 2011

Authors:

Gui Rong Liu, Fu Lai Qu, Yu Pu Song

Keywords:

Fire Duration, Load Intensity, Shear Wall, Temperature Distribution

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