欢迎登录材料期刊网

材料期刊网

高级检索

纤维增强复合材料(Fiber Reinforced Polymer,FRP)作为土木工程中一类新型结构材料,以其优异的力学及物理、化学特性,逐渐成为土木工程中传统材料的重要补充.本文介绍了土木工程中FRP加固结构、FRP筋索和预应力FRP筋混凝土结构、FRP组合结构以及全FRP结构的应用与发展,并介绍了我国土木工程应用FRP的标准规范体系的建立情况,以期促进FRP复合材料在土木工程中快速、有序的深入发展.

参考文献

[1] 叶列平,冯鹏.FRP在工程结构中的应用与发展[J].土木工程学报,2006(03):24-36.
[2] 冯鹏,叶列平,孟鑫淼.FRP加固与增强金属结构的研究进展[C].第22届全国结构工程学术会议论文集,2013:61-80.
[3] 岳清端.我国碳纤维(CFRP)加固修复技术研究应用现状与展望[J].工业建筑,2000(10):23.
[4] 李荣,滕锦光,岳清瑞.FRP材料加固混凝土结构应用的新领域--嵌入式(NSM)加固法[J].工业建筑,2004(04):5-10.
[5] Halliwell S .In-service performance of glass reinforced plastic composites in building[J].Proc the Institution of Civil Engineers:Structures and Buildings,2004,157(01):99-104.
[6] 蔡国宏.先进复合材料在桥梁中的应用现状和发展前景[A].http://www.iicc.ac.cn/jiaotongkj/gaoxinjs/t20040210_8793.htm,2000
[7] 沃丁柱.复合材料大全[M].北京:化学工业出版社,2000
[8] Meier U .Carbon fiber-reinforced polymers:modern materials in bridge engineering[J].Structural Engineering International,1992,2(01):7-12.
[9] GB 50608-2010.纤维增强复合材料建设工程应用技术规范[S].
[10] Groenier J S;Eriksson M;Kosmalski S .A guide to fiber-reinforced polymer trail bridges[R].
[11] LRFD bridge design specifications[S].
[12] 土木学会.FRP步道橋設計·施工指針(案)[M].,2011
[13] S. R. Ayers;G. M. Van Erp .A code of practice for the structural design of fibre composites[J].Proceedings of the Institution of Civil Engineers. Structures and buildings,2004(sb1):3-8.
[14] Bakht B;Al-Bazi G;Banthia N et al.Canadian bridge design code provisions for fiber-reinforced strnctures[J].JOURNAL OF COMPOSITES FOR CONSTRUCTION,2000,4(01):3-15.
[15] Guide for the Design and Constrnction of Structures made of FRP Pultrnded Elements[S].
[16] PreStandard for Load & Resistance Factor Design (LRFD) of Pultruded Fiber Reinforced Polymer (FRP) Structures (Final)[S].
[17] 碳纤维片材加固修复混凝土结构技术规程[S].
[18] 岳清瑞;杨勇新.复合材料在建筑加固,修复中的应用[M].北京:化学工业出版社,2006
[19] Togay Ozbakkaloglu;Jian C. Lim .Axial compressive behavior of FRP-confined concrete: Experimental test database and a new design-oriented model[J].Composites, Part B. Engineering,2013(Dec.):607-634.
[20] Wu Y F;Jiang C .Effect of load eccentricity on the stress-strain relationship of[21]FRP-confined concrete columns[J].Computers & Structures,2013,98:228-241.
[21] 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(06):507-516.
[22] Mirmiran A;Samaan M;Cabrera S et al.Design,manufacture and testing of a new hybrid column[J].Construction and Building Materials,1998,12(01):39-49.
[23] Fam A Z;Rizkalla S H .Flexural behavior of concrete-filled fiberreinforced polymer circular tubes[J].JOURNAL OF COMPOSITES FOR CONSTRUCTION,2002,6(02):123-132.
[24] Rigoberto Burgueno;Andrew Davol;Lei Zhao;Frieder Seible;Vistasp M. Karbhari .Flexural Behavior of Hybrid Fiber-Reinforced Polymer/ Concrete Beam/Slab Bridge Component[J].ACI structural journal,2004(2):228-236.
[25] 袁华,薛元德.纤维增强塑料(FRP)管混凝土性能的研究[J].混凝土与水泥制品,2000(06):34-36.
[26] Ozbakkaloglu T;Idris Y .Seismic Behavior of FRP-High-Strength Concrete-Steel Double-Skin Tubular Columns[J].Journal of Structural Engineering,2014,140(06)
[27] Lam L;Teng J G .Design-oriented stress-strain model for FRP-confined concrete[J].Construction and Building Materials,2003,17(06):471-489.
[28] Togay Ozbakkaloglu;Jian C. Lim;Thomas Vincent .FRP-confined concrete in circular sections: Review and assessment of stress-strain models[J].Engineering structures,2013(Apr.):1068-1088.
[29] Teng J G;Yao J .Self-weight buckling of FRP tubes filled with wet concrete[J].Thin-Walled Structures,2000,38(04):337-353.
上一张 下一张
上一张 下一张
计量
  • 下载量()
  • 访问量()
文章评分
  • 您的评分:
  • 1
    0%
  • 2
    0%
  • 3
    0%
  • 4
    0%
  • 5
    0%