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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 70-73

LI Zhenbao, YU Chunyi, XIE Yongping, MA Hua, TANG Zhenyun. Research on Size Effect of Flexural Properties of High-Strength Reinforced Concrete Columns[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(6): 71-78,107. doi: 10.13204/j.gyjzG19021501

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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

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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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曾令宏.钢丝网复合砂浆加固混凝土受弯构件的试验研究[D].长沙:湖南大学,2003;

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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

doi: 10.13204/j.gyjz200907020

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

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