Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 41 Issue 1
Dec.  2014
Turn off MathJax
Article Contents
Sui Lili, Quan Xinrui, Xing Feng, Zhang Hongyuan. STATE-OF-THE-ART OF RESEARCH ON DURABILITY OF POST-TENSIONED CONCRETE BRIDGES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 105-111. doi: 10.13204/j.gyjz201101025
Citation: Sui Lili, Quan Xinrui, Xing Feng, Zhang Hongyuan. STATE-OF-THE-ART OF RESEARCH ON DURABILITY OF POST-TENSIONED CONCRETE BRIDGES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 105-111. doi: 10.13204/j.gyjz201101025

STATE-OF-THE-ART OF RESEARCH ON DURABILITY OF POST-TENSIONED CONCRETE BRIDGES

doi: 10.13204/j.gyjz201101025
  • Received Date: 2010-04-02
  • Publish Date: 2011-01-20
  • This paper described the research status on durability of post-tensioned concrete both at home bridges domestic and abroad.It analysed the reasons of corrosions of bridges and works out some available measures for durability.To improve the durability of bridges,it was important on design,construction,and maintenance.It also introduced some techniques of non-destructive test and monitoring systems which had better applicability.It also puts forward some suggestions on the problems of durability of post-tensioned eoncrete bridges in the future.
  • loading
  • Podolny W Jr.Corrosion of Prestressing Steels and Its Mitigation[J].PCI Journal, 1992(5):34-55.
    [2] FIP State-of-the-Art Report.Corrosion Protection of PrestressingSteels[R].Draft, Report, FIP, London, 1996.
    [3] Concrete Society /Concrete Bridge Development Group.DurablePost-Tensioned Concrete Bridges[R].Technical Report No.47Crowthorne, UK:, 2002.
    [4] Woodward R.Durability of Post-Tensioning Tendons on RoadBridge in the UK[C]//Proceedings of Workshop on Durability ofPost-Tensioning Tendous, FIB, 2002.
    [5] 刘椿, 朱尔玉, 朱晓伟.预应力混凝土桥梁的发展状况及耐久性研究进展[J].工业建筑, 2005, 35(11):1-2.
    [6] 吴海军.桥梁结构耐久性设计方法研究[D].上海:同济大学.2006.
    [7] Concrete Society /Concrete Bridge Development Group [R].Technical Report No.47.Crowithorne, UK:Comcrete Society /Concrde Bridge Development Group, 2002.
    [8] 郭正兴.腐蚀预应力筋材料研制的新进展[J].建筑技术, 2005, 36(4):308-309.
    [9] 洪乃丰.基础设施腐蚀防护和耐久性问与答[M].北京:化学工业出版社, 2003:204-206.
    [10] Ogaki Y, Hirohata T, Okuda Y, et al.Development of Pre-GroutedPrestressing Strand with Moisture Reactive Epoxy Resin [J].Sumitomo Electric Technical Review, 2003, 162:62-66.
    [11] 孙利民, 孙智, 淡丹辉, 等.我国大跨度桥梁结构健康监测系统研究与应用现状[C]//第十七届全国桥梁学术会议论文集.2006:663-670.
    [12] 俞亚男.桥梁结构检测技术的现状与展望[C]//第二届浙江省建设工程质量检测技术论文集.2005:14-25.
    [13] Matt P.Non-Destructive Evaluation and Monitoring of PostTensioning Tendons[C]//Proceedings of Workshop on Durabilityof Post-Tensioning Tendons.FIB:2001.
    [14] 邓年春, 欧进萍, 周智, 等.光纤光栅在预应力钢绞线应力监测中的应用[J].哈尔滨工业大学学报, 2007, 39(10):1550-1553.
    [15] Hillemeier B, Scheel H.Magnetic Detection of Prestressing SteelFractures in Prestressed Concrete[J].Materials and Corrosion, 1998, 49:799-804.
    [16] Ramadan S, Gaillet L, Tessier C , et al.Detection of Stress CorrosionCracking of High-Strength Steel Used in Prestressed ConcreteStructures by Acoustic Emission Technique[J].Applied SurfaceScience, 2008, 254:2255-2261.
    [17] Chajes M, Hunsperger R, Liu Wei, et al.Void Detection inGrouted Post-Tensioned Bridges Using Time Domain Reflectometry[C]//TRB 2003Annual Meeting CD-ROM.2003.
    [18] 干伟忠, 吕忠达, 方明山, 等.杭州湾跨海大桥混凝土结构耐久性监测系统设计[C]//中国公路学会桥梁和结构工程分会2005年全国桥梁学术会议论文集.2005:758-764.
    [19] Gehlen C .Probabilistische Lebensdauerbemessung vonStahlbetonwerken[J].Deutsche Ausschuss fuer Stahlbeton, 2000(510).
    [20] Schie P, Breit W, Raupach M.Sensortechnik:Schutz StattInstandsetzung-berwachung von Betonbauwerken [J].DeutschesIngenieurblatt, 1996:40-46.
    [21] Raupach M.berwachung der Korrosionsgefahr vonStahlbetonbauwerken mit Modernen Sensort Systemen.Grundlagenund Anwendungsbeispiele [M].Siegener KIB-Seminare, Universitaet-GH Siegen, 1998.
    [22] 王技, 钟海辉.回归预测法在桥梁剩余寿命预测中的应用研究[J].公路交通技术, 2006(1):60-62.
    [23] 朱平华, 金伟良, 倪国荣.在役混凝土桥梁结构的耐久性评估方法[J].浙江大学学报, 2006, 40(4):658-667.
    [24] 牛荻涛.混凝土结构耐久性与寿命预测[M].北京:科学出版社, 2003:165-167.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (105) PDF downloads(168) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return