FRP加固钢结构的研究进展

郑云; 叶列平; 岳清瑞

doi:10.13204/j.gyjz200508005

FRP加固钢结构的研究进展

doi: 10.13204/j.gyjz200508005

1.
1. 清华大学?土木系?北京?100084;
2.
2. 国家工业建筑诊断与改造工程技术研究中心?北京?100088

基金项目:

国家自然科学基金项目(编号:50238030);国家863项目(编号:2001AA336010)资助。

详细信息

作者简介:
郑云,男,1976年7月出生,国家工业建筑诊断与改造工程技术研究中心工程师,博士研究生

中图分类号: TU391
计量
- 文章访问数: 70
- HTML全文浏览量: 5
- PDF下载量: 204
- 被引次数: 0
出版历程
- 收稿日期: 2005-03-26
- 刊出日期: 2005-08-20

PROGRESS IN RESEARCH ON STEEL STRUCTURES STRENGTHENED WITH FRP

Zheng Yun¹,
Ye Lieping¹,

1.
1. Department of Civil Engineering,Tsinghua University Beijing 100084;
2.
2. National Engineering Research Center for Diagnosis and Rehabilitation of Industrial Building Beijing 100088

摘要

摘要: 钢结构在设计、制造、施工过程中可能产生各种缺陷，在使用阶段因超载、锈蚀、疲劳等原因会引起损伤累积，从而影响结构的安全。传统的钢结构加固方法主要有钢板焊接、螺栓连接、铆接或者粘接，这些方法存在许多缺点，如产生新的损伤和焊接残余应力等。而纤维增强复合材料(FRP)由于具有比强度和比刚度高、耐腐蚀等特点，已在混凝土结构加固中得到广泛应用。近年来的研究表明，FRP加固钢结构也显示出很好的效果。对国内外FRP加固钢结构的研究现状与进展进行了全面回顾与展望，涉及到钢结构构件的加固试验研究、胶粘剂及其受力分析研究、耐久性研究等诸方面。
- 纤维增强复合材料(FRP) /
- 钢结构 /
- 加固
Abstract: Defects of a steel structure may be produced during its design,fabrication and construction;and cumulative damage may also occur in its service period due to overloading,corrosion and fatigue etc,which influences the safety of the structure.The traditional methods for strengthening steel structures are welding steel plates,connection by bolts and riveting or bonding,which have many short -comings,such as result in new damages and residual stress by welding etc.Fiber reinforced plastic/polymer(FRP) has been widely used for strengthening concrete structures because of its higher specific strength and stiffness as well as good anticorrosion.The recent researches show that excellent effect is also displayed when a steel structure is reinforced with FRP.The state -of -art of strengthening steel structures with FRP at home and abroad is reviewed comprehensively,which involves in strengthening tests of steel members,adhesive and its forced analysis etc.
- FRP /
- steel structure /
- strengthen

HTML全文

参考文献(30)

Trent C Miller,Michael J Chajes,Dennis R Mertz,et al.Strengthening of Steel Bridge Girder Using CFRP Plates.Journal of Bridge Engineering,2001,6(6):514～522;

[2] Karbhari V M,Shulley S B.Use of Composites for Rehabilitation of Steel Structures-Determination of Bond Durability.Journal of Materials in Civil Engineering, 1995,7(4):239～245;

[3] West T.Enhancement to the Bond between Advanced Composite Materials and Steel for Bridge Rehabilitation(Masters Thesis).Newark,Del:University of Delware.2001;

[4] Edberg W,Mertz D,Gillespie Jr J.Rehabilitation of Steel Beams Using Composite Materials.Proceedings of the Materials Engineering Conference,Materials for the New Millenium.New York,NY:ASCE,1996.502～508;

[5] 侯发亮.建筑结构粘贴加固的理论与实践.武汉:武汉大学出版社,2003;

[6] Patnaik A K,Bauer C L.Strengthening of Steel Beams with Carbon FRP Laminates.Advanced Composite Materials in Bridges and Structures.Calgary,Alberta.2004;

[7] Rajan Sen,Larry Liby,Gray Mulins.Strengthening Steel Bridge Section Using CFRP Laminates.Composite:Part B,2001,32:309～322;

[8] Tavakkolizadeh M,Saadatmanesh H.Strengthening of Steel-Concrete Composite Girders Using Carbon Fiber Reinforced Polymers Sheets.Journal of Structural Engineering,2003,129(1):30～40;

[9] A-Saidy Abdullah,Klaiber F W,Wipf T J.Structural Behavior of Composite Steel Beams Strengthened/Repaired with Carbon Fiber Reinforced Polymer Plates(Phd's Dissertation),Ames,Iowa:Iowa State University,2001;

[10] Abushaggur M,El Damatty A A.Testing of Steel Sections Retrofitted Using FRP Sheets.Annual Conference of the Canadian Society for Civil Engineering.Moncton,Nouveau-BrunswickCanada:2003;

[11] Liu X,Silva P F,Nanni A.Rehabilitation of Steel Bridge Members with FRP Composite Materials.Proc.CCC2001,Composites in Construction,Porto.Portugal:2001;

[12] Shulley S B,Huang X,Karbhari V M,et al.Fundamental Consideration of Design and Durability in Composite Rehabilitation Schemes for Steel Girders with Web Distress.Proceedings of the Third Materials Engineering Conference.San Diego,California:1994;

[13] Al-Saidy Abdullah H,Klaiber F W,Wipf T J.Repair of Steel Composite Beams with Carbon Fiber-Reinforced Polymer Plates.Journal of Composites for Construction,2004,8(2):163～172;

[14] Tavakkolizadeh M,Saadatmanesh H.Repair of Damaged Steel-Concrete Composite Girders Using Carbon Fiber-Reinforced Polymer Sheets.Journal of Composites for Construction,2003,7(4):311～322;

[15] 马建勋,宋松林,赖志生,等.粘贴碳纤维布加固钢构件受拉承载力试验研究.工建筑业,2003,33(2):1～4;

[16] Shaat A,Fam A.Strengthening of Short HSS Steel Columns Using FRP Sheets.Advaanced Composite Materials in Bridges and Structures.Calgary,Alberta:2004;

[17] Xiangdong Liu,Antonio Namnni.Pedro Franco Silva and Roger A.Laboube.Rehabilitation of Steel Bridge Columns with FRP Composite Materials.Structural Faults+Repair -10th International Conference Exhibition:2003;

[18] Bassetti A,Liechti P,Nussbaumer A.Fatigue Resistance and Repairs of Riveted Bridge Members.Fatigue Design'98.Espoo,Finland:1998;

[19] Tavakkolizadeh M,Saadatmanesh H.Fatigue Strength of Steel Girders Strengthened with CFRP patch.Journal of Structural Engineering,2003,129(2):186～196;

[20] Sean C Jones,Scott A Civjan P E.Application of Fiber Reinforced Polymer Overlays to Extend Steel Fatigue Life.Journal of Composites for Construction,2003,7(4):331～338;

[21] 张宁,岳清瑞,杨勇新,等.碳纤维布加固钢结构疲劳试验研究.工业建筑,2004,34(4):19～21;

[22] Photion N K.Characterisation of Adhesively Bonded Composite Plates for Upgrading Structural Steel Work.Structural Faults+Repair 2003-10th International Conference Exhibition:2003;

[23] Jason D Bardis.Effects of Surface Preparation on the Long-Term Durability of Adhesively Bonded Composite Joints(PhD's Dissertation).California:University of California,2002;

[24] Katsuyoshi Nozaka.Repair of Fatgued Steel Bridge Girders with Carbon Fiber Strips(PhD's Dissertation):University of Minnesota,2002;

[25] C Cadei J M,Stratford T J,Hollaway L C,e tal.Strengthning Metallic Structures Using Externally Bonded fibre-reinforced poloymers.London, UK:CIRIA,2004;

[26] Chalkly P D.Mathematical Modeling of Bonded Fibre-Composite Repairs to Metals.Australia:Department of Defence and Technology Organisation,1996;

[27] Vinson J R,Sierakowski R L.The Behavior of Structures Composed of Composite Materials.Netherlands:1997;

[28] Brown A R G.The Corrosion of CFRP-to-Metal Couples in Saline Environments.Proceedings of the 2nd International Conference of Carbon Fibers.London,England:1974.18～20;

[29] Mohammadreza Tavakkolizadeh,Hamid Saadatmanesh.Galvanic Corrosion of Carbon and Steel in Aggressive Environments.Journal of Composites for Construction,2001,5(3):200～210;

[30] Tucker Wayne C,Richard Brown.Blister Formation on Graphite/Polymer Composites Galvanically Coupled with Steel in Seawater.Journal of Composite Materials.1989,23(4):389～398

施引文献

资源附件(0)

访问统计