EXPERIMENT ON BEHAVIOR OF CONCRETE SHORT COLUMNS CONFINED BY POLYETHYLENE FIBER SHEET UNDER AXIAL COMPRESSION

Deng Zongcai; Kan Dexin; Du Xiuli; Li Jianhui; Wang Zuohu

doi:10.13204/j.gyjz200710019

Volume 37 Issue 10

Dec. 2014

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Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015

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Deng Zongcai, Kan Dexin, Du Xiuli, Li Jianhui, Wang Zuohu. EXPERIMENT ON BEHAVIOR OF CONCRETE SHORT COLUMNS CONFINED BY POLYETHYLENE FIBER SHEET UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 69-72. doi: 10.13204/j.gyjz200710019

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EXPERIMENT ON BEHAVIOR OF CONCRETE SHORT COLUMNS CONFINED BY POLYETHYLENE FIBER SHEET UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz200710019

1.
Civil Engineering College,Beijing University of Technology Beijing 100022

Received Date: 2006-08-14
Publish Date: 2007-10-20

Abstract

Abstract

Based on the experiment on concrete circular columns confined with polyethylene fiber reinforced polymer(PEFRP) sheets and hybrid fiber sheets of PEFRP sheet and carbon FRP (CFRP) sheet, aramid FRP (AFRP) sheet underaxial compression, it is emphasized on analyzing failure configuration, bearing capacity, stress?strain curve and ductility.Results show that PEFRP sheet can significantly improve the ductility of concrete columns; the bearing load of concretecolumn confined with hybrid sheets of PEFRP sheet and CFRP sheet is 91% larger than that of concrete column confinedonly with PEFRP sheets, and its ductility coefficient is 37% larger than that of concrete column confined only with CFRPsheets, which indicates that synergistic effect between PEFRP sheet and CFRP sheet is good.
- PEFRP sheet,
- hybrid,
- confined concrete,
- axial compression properties

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References(7)

References

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.滕锦光, 陈建飞, 史密斯 S T, 等. FRP 加固混凝土结构. 北京: 中国建筑工业出版社,2004: 144-185

.孙秀红, 徐向东, 徐茂波. FRP 约束素混凝土短柱轴压性能的研究. 山东建筑工程学院学报, 2005, 20(5):1-7

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