|本期目录/Table of Contents|

[1]王吉忠,赵玉杰.CFRP布持载加固高强混凝土偏压柱受力性能[J].建筑科学与工程学报,2011,28(01):20-26.
 WANG Ji-zhong,ZHAO Yu-jie.Mechanical Behaviors of High-strength Concrete Columns Strengthened with CFRP Sheets Under Sustained Eccentric[J].Journal of Architecture and Civil Engineering,2011,28(01):20-26.
点击复制

CFRP布持载加固高强混凝土偏压柱受力性能(PDF)
分享到:

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

卷:
28卷
期数:
2011年01期
页码:
20-26
栏目:
出版日期:
2011-03-20

文章信息/Info

Title:
Mechanical Behaviors of High-strength Concrete Columns Strengthened with CFRP Sheets Under Sustained Eccentric
作者:
王吉忠,赵玉杰
大连理工大学 土木水利学院,辽宁 大连 116024
Author(s):
WANG Ji-zhong, ZHAO Yu-jie
School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024, Liaoning, China
关键词:
高强混凝土柱 碳纤维增强复合材料布 偏心受压 承载力 延性
Keywords:
high-strength concrete column carbon fiber reinforced polymer sheet eccentric compression load bearing capacity ductility
分类号:
TU375.3
DOI:
-
文献标志码:
A
摘要:
为了检验碳纤维增强复合材料(CFRP)布持载加固高强混凝土偏压柱的有效性,对8根CFRP布加固高强混凝土方柱进行了持载偏心受压试验,研究了持载加固后高强混凝土方柱在不同偏心距、加固方式及持载水平作用下的破坏特征和受力性能,并对外包CFRP布的横向应变、柱截面应变、侧向挠度以及极限承载力进行了分析。结果表明:CFRP布持载加固高强混凝土偏压柱是有明显效果的,其承载力和延性都有了一定程度的提高; 随着偏心距和持载值的增大,加固效果逐渐减弱,CFRP布用量的减小也会使加固效果减弱。
Abstract:
An experimental study of eight sustained loaded eccentric high-strength concrete columns strengthened with carbon fiber reinforced polymer(CFRP)sheets was carried out for testing the efficiency of the reinforcement approach. The failure characteristics and mechanical behaviors were investigated in the test of eight high-strength concrete square columns strengthened with CFRP sheets under different eccentricities, strengthening modes and sustained loaded levels. Finally, transverse strain, sectional strain distribution of concrete column, lateral deflection, as well as ultimate load bearing capacity in the CFRP sheets were analyzed. The results indicate that the effect of sustained loaded eccentric high-strength concrete columns strengthened with CFRP sheets is obvious, the ultimate load bearing capacity of concrete columns is enhanced and the ductility of concrete columns is improved. The efficiency of reinforcement decreases when the eccentricity and the sustained loaded value increase. Decreasing the usage amount of CFRP sheets also decreases the efficiency of reinforcement.

参考文献/References:

[1] TENG J G,CHEN J F,SMITH S T.FRP Strengthened RC Structures[M].London:John Wiley & Sons,2002.
[2]XIAO Y,WU H.Compressive Behavior of Concrete Confined by Carbon Fiber Composite Jackets[J].Journal of Materials in Civil Engineering,2000,12(2):139-146.
[3]张 轲,岳清瑞,叶列平,等.碳纤维布加固混凝土柱改善延性的试验研究[J].工业建筑,2000,30(2):16-19. ZHANG Ke,YUE Qing-rui,YE Lie-ping,et al.Experimental Research on Ductility Improvement of Concrete Column Strengthened with CFS[J].Industrial Construction,2000,30(2):16-19.
[4]赵 彤,谢 剑,刘明国,等.碳纤维布改善高强混凝土性能的研究[J].工业建筑,2001,31(3):42-44,25. ZHAO Tong,XIE Jian,LIU Ming-guo,et al.Research on New Method of Improving Properties of High Strength Concrete by Using Continuous Carbon Fiber Sheet[J].Industrial Construction,2001,31(3):42-44,25.
[5]韩克爽.碳纤维布加固高强混凝土柱的受力性能试验研究[D].大连:大连理工大学,2005. HAN Ke-shuang.Testing Study on the Behavior of High-strength Concrete Column Confined by Carbon Fiber Sheet[D].Dalian:Dalian University of Technology,2005.
[6]赵 彤,谢 剑,戴自强.碳纤维布约束混凝土应力-应变全曲线的试验研究[J].建筑结构,2000,30(7):40-43,64. ZHAO Tong,XIE Jian,DAI Zi-qiang.Research on Compressive Stress-strain Relationship of Concrete Confined with Continuous CFS[J].Building Structure,2000,30(7):40-43,64.
[7]敬登虎,曹双寅.方形截面混凝土柱FRP约束下的轴向应力-应变曲线计算模型[J].土木工程学报,2005,38(12):32-37. JING Deng-hu,CAO Shuang-yin.A Model for Calculating the Axial Stress-strain Curve of Square-section Concrete Column Confined by FRP[J].China Civil Engineering Journal,2005,38(12):32-37.
[8]卢亦焱,史健勇,赵国藩.碳纤维布和角钢复合加固轴心受压混凝土柱的试验研究[J].建筑结构学报,2003,24(5):18-23. LU Yi-yan,SHI Jian-yong,ZHAO Guo-fan.Experimental Research on Concrete Columns Strengthened with the Combination of CFRP and Angle Steel[J].Journal of Building Structures,2003,24(5):18-23.
[9]刘 涛,冯 伟,张智梅,等.碳纤维布约束混凝土矩形柱的抗压性能研究[J].土木工程学报,2006,39(12):41-47. LIU Tao,FENG Wei,ZHANG Zhi-mei,et al.A Study on the Compressive Performance of Rectangular Concrete Columns Confined with CFRP Sheets[J].China Civil Engineering Journal,2006,39(12):41-47.
[10] FAM A,RIZKALLA S.Large Scale Testing and Analysis of Hybrid Concrete/Composite Tubes for Circular Beam-column Applications[J].Construction and Building Materials,2003,17(6/7):507-516.
[11]TENG J G,LAM L.Behavior and Modeling of Fiber Reinforced Polymer-confined Concrete[J].Journal of Structural Engineering,2004,130(11):1713-1723.
[12]FAM A,SCHNERCH D,RIZKALLA S.Rectangular Filament Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete Under Flexural and Axial Loading:Experimental Investigation[J].Journal of Composites for Construction,2005,9(1):25-33.
[13]FAM A,SCHNERCH D,RIZKALLA S.Rectangular Filament Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete Under Flexural and Axial Loading:Analytical Modeling[J].Journal of Composites for Construction,2005,9(1):34-43.
[14]NANNI A,NORRIS M S.FRP Jacketed Concrete Under Flexure and Combined Flexure-compression[J].Construction and Building Materials,1995,9(5):273-281.
[15]CHAALLAL O,SHAHAWY M.Performance of Fiber-reinforced Polymer-wrapped Reinforced Concrete Column Under Combined Axial-flexural Loading[J].ACI Structural Journal,2000,97(4):659-668.
[16]LI J,HADI M N S.Behaviour of Externally Confined High-strength Concrete Columns Under Eccentric Loading[J].Composites Structures,2003,62(2):145-153.
[17]PARVIN A,WANG W.Behavior of FRP Jacketed Concrete Columns Under Eccentric Loading[J].Journal of Composites for Construction,2001,5(3):146-152.
[18]敬登虎.GFRP加固RC柱应变滞后试验分析[J].特种结构,2003,20(3):74-76. JING Deng-hu.Testing Analysis of the Strain-lag Between GFRP and Concrete of RC Column[J].Special Structures,2003,20(3):74-76.

相似文献/References:

备注/Memo

备注/Memo:
收稿日期:2010-12-11
基金项目:国家自然科学基金项目(50878035)
作者简介:王吉忠(1970-),男,山东龙口人,副教授,工学博士研究生,E-mail:jizhongw@126.com。
更新日期/Last Update: 2011-03-20