EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE

Yuan Guanglin; Xu Xiaoyan; Zhang Xianyang; Cheng Linyan

doi:10.13204/j.gyjz200907020

Volume 39 Issue 7

Dec. 2014

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Yuan Guanglin, Xu Xiaoyan, Zhang Xianyang, Cheng Linyan. EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 70-73. doi: 10.13204/j.gyjz200907020

Citation:

Yuan Guanglin, Xu Xiaoyan, Zhang Xianyang, Cheng Linyan. EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 70-73. doi: 10.13204/j.gyjz200907020

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EXPERIMENTAL RESEARCH ON FLEXURAL PERFORMANCE OF FERROCEMENT REINFORCED RC BEAMS AFTER HIGH TEMPERATURE

doi: 10.13204/j.gyjz200907020

1.
1. Department of Civil Engineering and Architecture,China University of Mining and Technology,Xuzhou 221008,China;
2.
2. Jincheng Coal Design Department,Jincheng 048000,China

Received Date: 2008-09-25
Publish Date: 2009-07-20

Abstract

Abstract

Flexural performance of RC beams reinforced by ferrocement was tested after different high temperature,and the influence law of the high temperature on flexural performance was analyzed.The results indicated that the reinforcement method of ferrocement could increase flexural rigidity of RC Beams,and it could decrease the deflection of midspan.The bearing capacity of reinforced RC beam decreased to some extent with the increasing of heating temperature;while the temperature was below 450 ℃,the bearing capacity of reinforced RC beams decreased by less than 5%.It indicated that RC beams reinforced by ferrocement had well flameresistant capacity.
- steel wire netting,
- cement mortar,
- reinforcement,
- concrete beam,
- high temperature,
- flexural performance

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References(8)

References

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