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

卷:

26卷

期数:

2009年03期

页码:

96-104

栏目:

出版日期:

2009-09-20

文章信息/Info

Title:

Research Status and Prospects of FRP-confined Concrete Columns

作者:

胡波，王建国

合肥工业大学土木与水利工程学院,安徽合肥230009

Author(s):

HU Bo, WANG Jian-guo

School of Civil Engineering, Hefei University of Technology, Hefei 230009, Anhui, China

关键词:

FRP约束混凝土柱;  力学性能;  耐久性;  修复和加固;  数值模拟;  新型组合柱

Keywords:

FRP-confined concrete column;  mechanical property;  durability;  repair and reinforcement;  numerical simulation;  new composite column

分类号:

TU375.3

DOI:

-

文献标志码:

A

摘要:

从力学性能、耐久性、对性能不足混凝土柱的修复和加固、数值模拟以及FRP-混凝土-钢新型组合柱等方面对近几年来纤维增强复合材料(FRP)约束混凝土柱的研究现状进行了介绍,针对其中存在的问题给出了相应的建议并探讨了今后可能的发展趋势,以期促进FRP约束混凝土柱在结构工程领域研究和应用工作的开展。

Abstract:

An introduction was given on research status of FRP-confined concrete columns, including mechanical properties, durability, repair and reinforcement, numerical simulation as well as FRP-concrete-steel new composite columns. In addition, some suggestions for deficiencies were also given and the development trend in the future were discussed so as to promote the structure engineering research and application of FRP-confined concrete columns.

参考文献/References:

[1] LAM L,TENG J G.Ultimate Condition of Fiber Reinforced Polymer-confined Concrete[J].Journal of Composites for Construction,2004,8(6):539-548.
[2]AU C,BUYUKOZTURK O.Effect of Fiber Orientation and Ply Mix on Fiber Reinforced Polymer-confined Concrete[J].Journal of Composites for Construction,2005,9(5):397-407.
[3]LI G Q,DINESH M,KUMAR S,et al.Effect of Fiber Orientation on the Structural Behavior of FRP Wrapped Concrete Cylinders[J].Composites Structures,2006,74(4):475-483.
[4]SILVA M A G,RODRIGUES C C.Size and Relative Stiffness Effects on Compressive Failure of Concrete Columns Wrapped with Glass FRP[J].Journal of Materials in Civil Engineering,2006,18(3):334-342.
[5]MUKHERJEE A,BOOTHBY T E,BAKIS C E,et al.Mechanical Behavior of Fiber-reinforced Polymer-wrapped Concrete Columns-complicating Effects[J].Journal of Composites for Construction,2004,8(2):97-103.
[6]TASTANI S P,PANTAZOPOULOU S J,ZDOUMBA D,et al.Limitations of FRP Jacketing in Con-fining Old-type Reinforced Concrete Members in Axial Compression[J].Journal of Composites for Construction,2006,10(1):13-25.
[7]AL-SALLOUM Y A.Influence of Edge Sharpness on the Strength of Square Concrete Columns Confined with FRP Composite Laminates[J].Composites:Part B,2007,38(5/6):640-650.
[8]WANG L M,WU Y F.Effect of Corner Radius on the Performance of CFRP-confined Square Concrete Columns:Test[J].Engineering Structures,2008,30(2):493-505.
[9]TENG J G,LAM L.Compressive Behavior of Carbon Fiber Reinforced Polymer-confined Concrete in Elliptical Columns[J].Journal of Structural Engineering,2002,128(12):1535-1543.
[10]KARANTZILIS M,PAPANICOLAOU C G,ANTONOPOULOS C P,et al.Experimental Investigation of Nonconventional Confinement for Concrete Using FRP[J].Journal of Composites for Construction,2005,9(6):480-487.
[11]PAN J L,XU T,HU Z J.Experimental Investigation of Load Carrying Capacity of the Slender Reinforced Concrete Columns Wrapped with FRP[J].Construction and Building Materials,2007,21(11):1991-1996.
[12]MIRMIRAN A.Concrete Composite Construction for Durability and Strength[C]//IABSE.Proceedings of the Symposium on Extending Lifespan of Structures.San Francisco:IABSE,1995:1155-1160.
[13]MANDAL S.Influence of Concrete Strength on Confinement Effectiveness of Fiber-reinforced Polymer Circular Jackets[J].ACI Structural Journal,2005,102(3):383-392.
[14]LI G Q.Experimental Study of FRP Confined Concrete Cylinders[J].Engineering Structures,2006,28(7):1001-1008.
[15]CHABIB H E,NEHDI M,NAGGAR M H E.Behavior of SCC Confined in Short GFRP Tubes[J].Cement and Concrete Composites,2005,27(1):55-64.
[16]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.
[17]OZBAKKALOGLU T,OEHLERS D J.Concrete-filled Square and Rectangular FRP Tubes Under Axial Compression[J].Journal of Composites for Construction,2008,12(4):469-477.
[18]WONG Y L,YU T,TENG J G,et al.Behavior of FRP-confined Concrete in Annular Section Columns[J].Composites:Part B,2008,39(3):451-466.
[19]SAADATMANESH H,EHSANI M R,LI M W.Strength and Ductility of Concrete Columns Exter-nally Reinforced with Fiber Composite Straps[J].ACI Structural Journal,1994,91(4):434-447.
[20]SEIBLE F,BURGUENO R,ABDALLAH M G,et al.Advanced Composite Carbon Shell System for Bridge Columns Under Seismic Loads[C]//TRB.Proceedings of the National Seismic Conference on Bridges and Highways.San Diego:TRB,1995:10-13.
[21]MANDER J B,PRIESTLEY M J N,PARK R.The-oretical Stress-strain Model for Confined Concrete[J].Journal of Structural Engineering,1988,114(8):1804-1826.
[22]WU G,WU Z S,LU Z T.Design-oriented Stress-strain Model for Concrete Prisms Confined with FRP Composites[J].Construction and Building Materials,2007,21(5):1107-1121.
[23]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.
[24]BERTHET J F,FERRIER E,HAMELIN P.Compressive Behavior of Concrete Externally Confined by Composite Jackets.Part B:Modeling[J].Construction and Building Materials,2006,20(5):338-347.
[25]吴 刚,吴智深,吕志涛.FRP约束混凝土圆柱有软化段时的应力-应变关系研究[J].土木工程学报,2006,39(11):7-14. WU Gang,WU Zhi-shen,LU Zhi-tao.Study of the Stress-strain Relationship of FRP-confined Circular Concrete Column with a Strain-softening Response[J].China Civil Engineering Journal,2006,39(11):7-14.
[26]YOUSSEF M N,FENG M Q,MOSALLAM A S.Stress-strain Model for Concrete Confined by FRP Composites[J].Composites:Part B,2007,38(5/6):614-628.
[27]魏 洋,吴 刚,吴智深,等.FRP约束混凝土矩形柱有软化段时的应力-应变关系研究[J].土木工程学报,2008,41(3):21-28. WEI Yang,WU Gang,WU Zhi-shen,et al.Study on the Stress-strain Relationship for Insufficient FRP-confined Rectangular Concrete Columns[J].China Civil Engineering Journal,2008,41(3):21-28.
[28]FUJIKAKE K,MINDESS S,XU H.Analytical Model for Concrete Confined with Fiber Reinforced Polymer Composite[J].Journal of Composites for Construction,2004,8(4):341-351.
[29]BINICI B.An Analytical Model for Stress-strain Behavior of Confined Concrete[J].Engineering Structures,2005,27(7):1040-1051.
[30]BRAGA F,GIGLIOTTI R,LATERZA M.Analytical Stress-strain Relationship for Concrete Confined by Steel Stirrups and/or FRP Jackets[J].Journal of Structural Engineering,2006,132(9):1402-1416.
[31]SAENZ N,PANTELIDES C P.Strain-based Confinement Model for FRP-confined Concrete[J].Journal of Structural Engineering,2007,133(6):825-833.
[32]TENG J G,HUANG Y L,LAM L,et al.Theoretical Models for Fiber-reinforced Polymer-confined Concrete[J].Journal of Composites for Construction,2007,11(1):201-210.
[33]BECQUE J,PATNAIK A K,RIZKALLA S H.Analytical Models for Concrete Confined with FRP Tubes[J].Journal of Composites for Construction,2003,7(1):31-38.
[34]鲁国昌,叶列平,杨才千,等.FRP管约束混凝土的轴压应力-应变关系研究[J].工程力学,2006,23(9):98-103. LU Guo-chang,YE Lie-ping,YANG Cai-qian,et al.Research on Stress-strain Relation of Concrete Confined with FRP Tubes[J].Engineering Mechanics,2006,23(9):98-103.
[35]ALBANESI T,NUTI C,VANZI I.Closed Form Constitutive Relationship for Concrete Filled FRP Tubes Under Compression[J].Construction and Building Materials,2007,21(2):409-427.
[36]LAM L,TENG J G,CHEUNG C H,et al.FRP-confined Concrete Under Axial Cyclic Compression[J].Cement and Concrete Composite,2006,28(10):949-958.
[37]ROUSAKIS T C,KARABINIS A I,KIOUSIS P D.FRP-confined Concrete Members:Axial Compression Experiments and Plasticity Modeling[J].Engineering Structures,2007,29(7):1343-1353.
[38]陶 忠,于 清,韩林海,等.FRP约束钢筋混凝土圆柱力学性能的试验研究[J].建筑结构学报,2004,25(6):75-82. TAO Zhong,YU Qing,HAN Lin-hai,et al.Experimental Behavior of FRP-confined Circular RC Columns[J].Journal of Building Structures,2004,25(6):75-82.
[39]陶 忠,于 清,滕锦光.FRP约束方形截面钢筋混凝土偏压长柱的试验研究[J].工业建筑,2005,35(9):5-7. TAO Zhong,YU Qing,TENG Jin-guang.Experimental Behavior of FRP-confined Square RC Long Columns Under Eccentric Loading[J].Industrial Construction,2005,35(9):5-7.
[40]HADI M N S.Behaviour of FRP Wrapped Normal Strength Concrete Columns Under Eccentric Loading[J].Composite Structures,2006,72(4):503-511.
[41]HADI M N S.Comparative Study of Eccentrically Loaded FRP Wrapped Columns[J].Composite Structures,2006,74(2):127-135.
[42]HADI M N S.Behaviour of FRP Strengthened Concrete Columns Under Eccentric Compression Loading[J].Composite Structures,2007,77(1):92-96.
[43]HADI M N S.The Behaviour of FRP Wrapped HSC Columns Under Different Eccentric Loads[J].Composite Structures,2007,78(4):560-566.
[44]LIGNOLA G P,PROTA A,MANFREDI G,et al.Experimental Performance of RC Hollow Columns Confined with CFRP[J].Journal of Composites for Construction,2007,11(1):42-49.
[45]MO Y L,YEH Y K,HSIEH D M.Seismic Retrofit of Hollow Rectangular Bridge Columns[J].Journal of Composites for Construction,2004,8(1):43-51.
[46]SHAN B,XIAO Y,GUO Y.Residual Performance of FRP-retrofitted RC Columns After Being Subjected to Cyclic Loading Damage[J].Journal of Composites for Construction,2006,10(4):304-312.
[47]OZBAKKALOGLU T,SAATCIOGLU M.Seismic Behavior of High-strength Concrete Columns Confined by Fiber-reinforced Polymer Tubes[J].Journal of Composites for Construction,2006,10(6):538-549.
[48]OZBAKKALOGLU T,SAATCIOGLU M.Seismic Performance of Square High-strength Concrete Columns in FRP Stay-in-place Formwork[J].Journal of Structural Engineering,2007,133(1):44-56.
[49]HARAJLI M H.Seismic Behavior of RC Columns with Bond-critical Regions:Criteria for Bond Strengthen-ing Using External FRP Jackets[J].Journal of Composites for Construction,2008,12(1):69-79.
[50]于 清,陶 忠,张 铮.长期荷载作用下FRP约束混凝土偏压构件的变形影响因素分析[J].工业建筑,2005,35(9):8-10. YU Qing,TAO Zhong,ZHANG Zheng.Parameter Analysis of Long-term Load Effects on Deformation of FRP-confined Concrete Columns[J].Industrial Construction,2005,35(9):8-10.
[51]NAGUIB W,MIRMIRAN A.Creep Analysis of Axially Loaded Fiber Reinforced Polymer-confined Concrete Columns[J].Journal of Structural Engineering,2003,129(1):1308-1319.
[52]SAENZ N,PANTELIDES C P.Short and Medium Term Durability Evaluation of FRP-confined Circular Concrete[J].Journal of Composites for Construction,2006,10(3):244-253.
[53]BELARBI A,BAE S.An Experimental Study on the Effect of Environmental Exposures and Corrosion on RC Columns with FRP Composite Jackets[J].Composites Part B:Engineering,2007,38(5/6):674-684.
[54]CHOWDHURY E U,BISBY L A,GREEN M F,et al.Investigation of Insulated FRP-wrapped Reinforced Concrete Columns[J].Fire Safety Journal,2007,42(6/7):452-460.
[55]TASTANI S P,PANTAZOPOULOU S J.Experimental Evaluation of FRP Jackets in Upgrading RC Corroded Columns with Substandard Detailing[J].Engin-eering Structures,2004,26(6):817-829.
[56]TAO Zhong,HAN Lin-hai,WANG Ling-ling.Compressive and Flexural Behaviour of CFRP-repaired Concrete-filled Steel Tubes After Exposure to Fire[J].Journal of Constructional Steel Research,2007,63(8):1116-1126.
[57]TAO Zhong,HAN Lin-hai.Behaviour of Fire-exposed Concrete-filled Steel Tubular Beam Columns Repaired with CFRP Wraps[J].Thin-walled Structures,2007,45(1):63-76.
[58]TAO Zhong,HAN Lin-hai,ZHUANG Jin-ping.Cyc-lic Performance of Fire-damaged Concrete-filled Steel Tubular Beam-columns Repaired with CFRP Wraps[J].Journal of Constructional Steel Research,2008,64(1):37-50.
[59]XIAO Y,MA R.Seismic Retrofit of RC Circular Columns Using Prefabricated Composite Jacketing[J].Journal of Structural Engineering,1997,123(10):1357-1364.
[60]XIAO Y,WU H.Retrofit of Reinforced Concrete Columns Using Partially Stiffened Steel Jackets[J].Journal of Structural Engineering,2003,129(6):725-732.
[61]MORTAZAVI A A,PILAKOUTAS K,SON K S.RC Column Strengthening by Lateral Pre-tensioning of FRP[J].Construction and Building Materials,2003,17(6/7):491-497.
[62]WU Y,LIU T,WANG L.Experimental Investigation on Seismic Retrofitting of Square RC Columns by Carbon FRP Sheet Confinement Combined with Transverse Short Glass FRP Bars in Bored Holes[J].Journal of Composites for Construction,2008,12(1):53-60.
[63]YAN Z,PANTELIDES C P,REAVELEY L D.Posttensioned FRP Composite Shells for Concrete Confinement[J].Journal of Composites for Construction,2007,11(1):81-90.
[64]陆新征,冯 鹏,叶列平.FRP布约束混凝土方柱轴心受压性能的有限元分析[J].土木工程学报,2003,36(2):46-51. LU Xin-zheng,FENG Peng,YE Lie-ping.Behavior of FRP-confined Concrete Square Columns Under Uniaxial Loading[J].China Civil Engineering Journal,2003,36(2):46-51.
[65]MALVAR L J,MORRILL K B,CRAWFORD J E.Numerical Modeling of Concrete Confined by Fiber-reinforced Composites[J].Journal of Composites for Construction,2004,8(4):315-322.
[66]PARVIN A,JAMWAL A S.Effect of Wrap Thickness and Ply Configuration on Composites-confined Concrete Cylinders[J].Composites Structures,2005,67(4):437-442.
[67]PARVIN A,JAMWAL A S.Performance of Externally FRP Reinforced Columns for Changes in Angle and Thickness of the Wrap and Concrete Strength[J].Composites Structures,2006,73(4):451-457.
[68]陶 忠,庄金平,于 清.FRP约束钢管混凝土轴压构件力学性能研究[J].工业建筑,2005,35(9):20-23. TAO Zhong,ZHUANG Jin-ping,YU Qing.Mechan-ical Behavior of Stub Columns of FRP-confined Concrete-filled Steel Tubes[J].Industrial Construction,2005,35(9):20-23.
[69]LI G Q.Experimental Study of Hybrid Composite Cylinders[J].Composite Structures,2007,78(2):170-181.
[70]周 乐,王连广,李 绥.FRP约束SRHC压弯构件正截面承载力计算[J].东北大学学报:自然科学版,2008,29(3):408-411. ZHOU Le,WANG Lian-guang,LI Sui.Calculation of Normal Section Bearing Capacity of FRP-confined SRHC Compression-bending Columns[J].Journal of Northeastern University:Natural Science,2008,29(3):408-411.
[71]TENG J G,KO J M,CHAN T H T,et al.Third-generation Structures:Intelligent High-performance Structures for Sustainable Urban Systems[C]//Ibaraki University.Proceedings of the International Symposium on Diagnosis,Treatment and Regeneration for Sustainable Urban Systems.Mito:Ibaraki University Press,2003:41-55.
[72]YU T,WONG Y L,TENG J G.Flexural Behaviour of Hybrid FRP-concrete-steel Double-skin Tubular Members[J].Journal of Composites for Construction,2006,10(5):443-452.
[73]TENG J G,YU T,WONG Y L,et al.Hybrid FRP-concrete-steel Tubular Columns:Concept and Behavior[J].Construction and Building Materials,2007,21(4):846-854.
[74]钱稼茹,刘明学.FRP-混凝土-钢双壁空心管长柱轴心受压试验[J].混凝土,2006(9):31-34. QIAN Jia-ru,LIU Ming-xue.Experiment of FRP-concrete-steel Double-skin Tubular Long Columns Under Axial Compressive Load[J].Concrete,2006(9):31-34.
[75]钱稼茹,刘明学.FRP-混凝土-钢双壁空心管柱抗震性能试验[J].土木工程学报,2008,41(3):29-36. QIAN Jia-ru,LIU Ming-xue.Tests of Seismic Behavior of FRP-concrete-steel Double-skin Tubular Columns[J].China Civil Engineering Journal,2008,41(3):29-36.

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备注/Memo

备注/Memo:

收稿日期:2009-04-21
基金项目:土木工程防灾减灾安徽省工程技术中心项目(2007368)
作者简介:胡 波(1982-),男,安徽舒城人,工学博士研究生,E-mail:hubo820327@sohu.com。

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更新日期/Last Update: 2009-09-20