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

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(10): 69-72

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

Citation:

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

References(7)

References

.Lim Yun Mook, Wu Hwai?Chung, Li Victor C. Development of FlexuralComposite Properties and Dry Shrinkage Behavior of High ?PerformanceFiber Reinforced Cementitious Composites at Early Ages. ACI MaterialsJournal, 1999, 96(1): 20-26

.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

.吴.刚, 吕志涛. FRP 约束素混凝土圆柱无软化段时的应力-应变关系研究. 建筑结构学报, 2003, 24(5):1-9

.金熙南, 潘景龙, 刘广义, 等. 增强纤维约束混凝土轴压应力-应变关系试验研究. 建筑结构学报, 2003, 24(4): 47-53

.熊光晶, 姜.浩, 杨建中, 等. 混杂纤维复合材料及其在混凝土梁柱加固中的应用研究. 工业建筑, 2001, 31(9): 11-13

.邓宗才, 阚德新. 高强聚乙烯纤维及其混杂纤维加固混凝土结构性能试验研究报告: [ 研究报告]. 北京: 北京工业大学, 2006

Relative Articles

Supplements(0)

Cited By

Proportional views