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

Abstract

References

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

LIU Yan, SU Yanqin, DENG Peng, WEI Dingfeng, LUN Hengxuan, FENG Hao. Study on Bond Properties Between Steel Bars and Ceramsite Concrete Under Sustained Loads and Chloride Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(3): 183-190. doi: 10.13204/j.gyjzG21071908

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

[1]	YAN Lixing, CHEN Chong, KONG Dechao, GUO Zongkai, XIONG Yan. Experimental Study and Numerical Simulation on the Tensile Bearing Capacity of Bolt-Sphere Joints After Chloride Corrosion[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(7): 147-152. doi: 10.3724/j.gyjzG22081013
[2]	MU Ru, WANG Qian, YANG Shujie, CHEN Xiangshang, ZHANG Lei, QING Longbang. Research Progress on Bonding Performance Between Rebars and Steel Fiber Reinforced Concrete[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(3): 206-214. doi: 10.3724/j.gyjzG23060210
[3]	LI Pengfei, FENG Chuxiang, ZHU Chengfeng, XIAO Ziqiang, HE Zhimin, WANG Jianmin. Experimental Research on Fatigue Performance of Prestressed Ceramsite Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(8): 103-110. doi: 10.13204/j.gyjzG21092202
[4]	SHAO Shuwen, SHANG Huaishuai, FENG Haibao, LI Yongsheng, YUAN Shoutao. Research on Bond Properties Between High-Strength Rebars of Negative Poisson Ratios and Concrete[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 151-157. doi: 10.13204/j.gyjzG21042809
[5]	ZHU Hongbing, ZHANG Na, YU Zhiwu, JIANG Lizhong, XU Wenkang. Bonding Mechanical Properties Between Ceramsite Concrete with Hybrid Fibers of Steel and Polypropylene and Threaded Rebars[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(2): 32-36,114. doi: 10.13204/j.gyjzG21071801
[6]	WANG Hai-bo. A Prediction Model for Bond Strength Between Concrete and Steel Bars Based on Bayesian Neural Networks[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(9): 87-93. doi: 10.13204/j.gyjzg22031516
[7]	LUO Daming, LI Fan, NIU Ditao. Life Prediction of Internal Curing Concrete in Chloride Environment Based on Nernst-Plank Equation[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(10): 131-138. doi: 10.13204/j.gyjzG22073005
[8]	LIU Xuechun, DUAN Jiaqi. EXPERIMENTAL RESEARCH ON SHORT T-SHAPED STEEL COLUMN WRAPPED WITH CERAMSITE CONCRETE UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(5): 116-123. doi: 10.13204/j.gyjzG20031020
[9]	LUO Peiyun, LEI Yongwang, ZHU Binrong, ZHAO Weiping. EXPERIMENTAL RESEARCH ON INTERFACE BOND PERFORMANCES BETWEEN LSAW STEEL PIPES AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 77-84. doi: 10.13204/j.gyjzG20052008
[10]	LIN Yongjun, XU Wenqiang, ZHANG Xianzhao, LIU Kaiqi. SHEAR MECHANISM AND BOND STRENGTH CALCULATION OF NEW-TO-OLD CONCRETE INTERFACE WITH ANCHOR BARS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(6): 72-83. doi: 10.13204/j.gyjzG20080511
[11]	GUO Yanhong, YU Bentian, WANG Gongsheng, SUN Wen. RESEARCH ON BONDING PROPERTIES OF HIGH-STRENGTH CONCRETE WITH REBAR HRB600 UNDER STABLE CORROSION RATES[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 26-31,68. doi: 10.13204/j.gyjzG20011902
[12]	XIE Wangjun, CHEN Zongping, ZHOU Ji. EXPERIMENTAL STUDY ON BONDING PROPERTIES OF CONCRETE FILLED SQUARE STEEL TUBES AFTER FIRE SPRINKLER COOLING[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(12): 135-143,134. doi: 10.13204/j.gyjzG19122306
[13]	Cheng Bo, Wang Jianmin, Wang Nengjun, Jiang Wenting. EXPERIMENT OF MECHANICAL PERFORMANCE OF FIBER CERAMSITE CONCRETE AFTER ELEVATED TEMPERATURE[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(08): 126-130.
[14]	Wang Shuai, Yang Ming, Zhu Han, Wang Dong, Liu Fei. EXPERIMENT RESEARCH ON CRUSHED CERAMSITE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 111-114,101. doi: 10.13204/j.gyjz201304023
[15]	Chen Zongping, Xu Jinjun, Huang Kaiwang, Su Yisheng. TEST STUDY ON BOND PROPERTIES BETWEEN HIGH STRENGTH STEEL BAR AND RECYCLED AGGREGATE CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 16-20. doi: 10.13204/j.gyjz201311004
[16]	Hu Xinguo, Zhu Han. EFFECTS OF ADDING BASALT FIBER ON BOND PROPERTIES BETWEEN DEFORMED BAR AND CONCRETE[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(3): 84-87. doi: 10.13204/j.gyjz201303018
[17]	Zhang Jian, Diao Bo, Xi Jie. RESEARCH ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE COLUMNS AFTER THE ACTION OF SUSTAINED LOAD[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(10): 38-41. doi: 10.13204/j.gyjz201210010
[18]	Wang Tianfeng, Ding Zhichao, Wang Li, Ying XiaoLin. ANALYSIS OF INTEGRAL COLLAPSE OF A REINFORCED CONCRETE SILO[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(4): 116-118. doi: 10.13204/j.gyjz200804029
[19]	Zhao Jun, Zhang Zhiqiang. EXPERIMENT ON THE BEHAVIOR OF DOUBLE-BALL ANCHORAGE IN PRESTRESSED CONCRETE SUBJECTED TO SUSTAINED LOADING[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 56-58. doi: 10.13204/j.gyjz200611014
[20]	Xu Qiang, Wu Shengxing. NON-LINEAR FEM ANALYSIS OF INTERACTION AMONG PILE-SUPPORT, PILES AND SOIL OF A CABLE-STAYED BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(5): 16-19. doi: 10.13204/j.gyjz200505004