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FRP约束混凝土柱发展现状简述

陶忠 于清

陶忠, 于清. FRP约束混凝土柱发展现状简述[J]. 工业建筑, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001
引用本文: 陶忠, 于清. FRP约束混凝土柱发展现状简述[J]. 工业建筑, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001
Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001
Citation: Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

FRP约束混凝土柱发展现状简述

doi: 10.13204/j.gyjz200509001
基金项目: 

福建省教育厅科技计划重点项目(JA04154);福建省自然科学基金项目(E0410015);福建省教育厅科研项目(JB04041)资助课题。

详细信息
    作者简介:

    陶忠 男 1973年1月出生 博士 副研究员

  • 中图分类号: TU375.3

SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS

  • 摘要: 作为一种在土木工程中开始被广泛应用的新型结构材料,FRP具有轻质、高强、抗腐蚀和耐疲劳等优点,近年来备受国内外土木工程界的关注。简要介绍了FRP约束混凝土在土木工程中的应用,并对其研究现状进行简述,最后探讨了值得进一步深入研究的若干关键问题。
  • Teng J G,Chen J F,Smith S T,Lam L.FRP Strengthened RC Structures.John Wiley Sons,Ltd.2002;
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    [3] Rizkalla Sami,Hassan T,Hassan N.Design Recommendations for the Use of FRP for Reinforcement and Strengthening of Concrete Structures.Prog.Struct.Engng Mater.,2003,5(1):16~28;
    [4] 于清,陶忠.纤维塑料约束混凝土柱抗震性能研究综述.地震工程与工程振动,2002,22(2):66~72;
    [5] 龙海燕,肖建庄,石雪飞.纤维增强材料加固柱型构件性能评述.建筑技术开发,2002,29(7):3~6;
    [6] 王苏岩,韩克双.纤维增强复合材料(FRP)加固柱的性能研究进展.地震工程与工程振动,2004,24(1):97~104;
    [7] 吴智深.FRP复合材料在基础工程设施的增强和加固方面的现状及发展.见:中国首届纤维增强复合材料(FRP)混凝土结构学术交流会,北京,2000.5~20;
    [8] ACI Committee 440. State-of-the-Art-Report on Fiber Reinforced Plastic for Concrete Structures.Detroit,Michigan,American Concrete Institute,1996;
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    [11] Montoya E,Vecchio F J,Sheikh S A.Numerical Evaluation of the Behaviour of Steel and FRP-Confined Concrete Columns Using Compression Field Modeling.Engineering Structures,2004,26(11):1 535~1 545;
    [12] Rectangular Filament-Wound Glass Fiber Reinforced Polymer Tubes Filled with Concrete under Flexural and Axial Loading:Analytical Modeling.Journal of Composites for Construction,ASCE,2005,9(1):34~43;
    [13] 于清.FRP约束混凝土柱力学性能研究:[硕士学位论文].哈尔滨:哈尔滨工业大学,2002;
    [14] 金熙男,潘景龙,刘广义,等.增强纤维约束混凝土轴压应力-应变关系实验研究.建筑结构学报,2003,24(4):47~53;
    [15] 吴刚,吕志涛.FRP约束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;
    [16] 陶忠,高献,于清,等.FRP约束混凝土应力-应变关系计算.工程力学,2005,22(4);
    [17] Chaallal O,Shahawy M.Performance of Fiber-Reinforced Polymer-Wrapped Reinforced Concrete Column under Combined Axial-Flexural Loading.ACI Structural Journal,2000,97(4):659~668;
    [18] Amir Z F.Concrete-Filled Fiber Reinforced Polymer Tubes for Axial and Flexural Structural Members.Doctor's degree thesis,The University of Manitoba,Winnipeg,Manitoba,2000;
    [19] Mirmiran A,Shahawy M,Samaan M.Strength and Ductility of Hybrid FRP-Concrete Beam-Columns.Journal of Structural Engineering,ASCE,1999,125(10):1 085~1 093;
    [20] 李明,陆洲导,王李果.玻璃钢围覆加固钢筋混凝土偏心受压柱的试验研究.土木工程学报,2000,33(3):38~41;
    [21] 丁洪涛.粘贴碳纤维布钢筋混凝土偏心受压柱试验与研究:[硕士学位论文].长沙:湖南大学,2003;
    [22] 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.建筑结构学报,2004,25(6):75~82;
    [23] 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.工业建筑,2005,35(9):5~7;
    [24] 于清,韩林海,张铮.碳纤维约束混凝土压弯构件承载力计算方法研究.土木工程学报,2004,37(10):33~40;
    [25] Naguib W,Mirmiran A.Time-Dependent Behavior of Fiber-Reinforced Polymer-Confined Concrete Columns under Axial Loads.ACI Structural Journal,2002,99(2):142~148;
    [26] Naguib,W,Mirmiran A.Creep Analysis of Axially Loaded Fiber Reinforced Polymer-Confined Concrete Columns.Journal of Engineering Mechanics,ASCE,2003,129(11):1 308~1 319;
    [27] 于清,韩林海,张铮.长期荷载作用对FRP约束混凝土轴心受压构件力学性能的影响.中国公路学报,2003,16(3):58~63;
    [28] 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.工业建筑,2005,35(9):8~10;
    [29] Priestley M J N,Seible F,Fyfe E.Column Seismic Retrofit Using Fibreglass/Epoxy Jackets.Advanced Composite Materials in Bridges and Structures (Edited by Neale K W and Labossiere P),Canadian Society for Civil Engineering,1992;
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    [31] Saadatmanesh H,Ehsani M R,Jin L.Seismic Strengthening of Circular Bridge Pier Models with Fiber Composites.ACI Structural Journal,1996,93(6):639~647;
    [32] 范立础,卓卫东,薛元德.FRP筒套箍RC墩柱抗震性能的初步研究.见:中国首届纤维增强复合材料(FRP)混凝土结构学术交流会论文集:北京.2000:113~117;
    [33] 张柯,岳清瑞,赵树红,等.碳纤维布加固混凝土柱改善延性的试验研究.工业建筑,2000,30(2):237~241;
    [34] 赵彤,谢剑.碳纤维布补强加固混凝土结构新技术.天津:天津大学出版社,2001;
    [35] 高献,陶忠,杨有福.大轴压比下FRP约束混凝土柱滞回性能试验研究.工业建筑,2005,35(9);
    [36] 陶忠,高献,于清.FRP约束圆钢筋混凝土柱滞回性能的理论分析.工业建筑,2005,35(9);
    [37] Davies J M,Wang Y C,Wong P M H.Polymer Composites in Fire.Proceedings of Advanced Polymer Composites for Structural Applications in Construction,Guildford,Surrey,UK, 2004.3~17;
    [38] Bisby L A,Green M F,Kodur V K R.Modeling the Behavior of Fiber Reinforced Polymer-Confined Concrete Columns Exposed to Fire.Journal of Composites for Construction,ASCE,2005,9(1):15~24;
    [39] Teng J G,Yu T,Wong Y L.Hybrid FRP-Concrete-Steel Double-Skin Tubular Columns:Stub Column Tests.Proceedings of the Second International Conference on Steel Composite Structures, Seoul,Korea,2004.228;
    [40] 顾威,关崇伟,赵颖华,等.CFRP-圆钢复合管混凝土轴压短柱试验研究.沈阳建筑工程学院学报(自然科学版),2004,20(2):118~120;
    [41] Xiao Yan.Applications of FRP Composites in Concrete Columns.Advances in Structural Engineering,2004,7(4):335~343;
    [42] 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.工业建筑.2005,35(9)
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出版历程
  • 收稿日期:  2005-05-15
  • 刊出日期:  2005-09-20

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