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 37 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
Wu Gang, Gu Dongsheng, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 19-23. doi: 10.13204/j.gyjz200706006
Citation: Wu Gang, Gu Dongsheng, Wu Zhishen, Jiang Jianbiao, Hu Xianqi. COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(6): 19-23. doi: 10.13204/j.gyjz200706006

COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF CIRCULAR CONCRETE COLUMNS STRENGTHENED WITH BFRP AND CFRP COMPOSITES

doi: 10.13204/j.gyjz200706006
  • Received Date: 2007-02-10
  • Publish Date: 2007-06-20
  • Basalt fiber is expected to be widely applied in civil engineering for its fine mechanic performance,good stability and comparatively low price.However,there is still little research in the aspect concerning with the application of basalt fiber in civil Engineering.Comparative test on the seismic performance of circular concrete column strengthened with basalt fiber reinforced polymer(BFRP) and carbon fiber reinforced polymer(CFRP) was conducted.The influence of fiber type and fiber amount on the strengthening effect was discussed.Test results show that BFRP and CFRP can both obviously improve the seismic performance of circular concrete columns,and more,BFRP has higher ratio of performance to price.
  • loading
  • 胡显奇,申屠年.连续玄武岩纤维在军工及民用领域的应用.高科技纤维与应用,2005(12)
    [2] 吴刚,胡显奇,蒋剑彪,等.连续玄武岩纤维在墩柱抗震加固中的应用研究//2005年全国FRP会议论文集.西安:2005
    [3] 顾冬生,吴刚,吴智深,等.CFRP加固高轴压比钢筋混凝土短圆柱抗震性能试验研究.工程抗震与加固改造,2006(12)
    [4] 吴刚,魏洋,蒋剑彪,等.玄武岩纤维与碳纤维加固混凝土矩形柱抗震性能比较研究.工业建筑,2007,37(6):14-18
    [5] Seible F.Seismic Retrofit of RC Columns with Continuous Carbon Fiber Jackets.ASCE,Journal of Composites for Construction,1997(3):52-62
    [6] 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):1-8
    [7] 吴刚,吕志涛,吴智深.FRP约束混凝土圆柱有软化段时的应力-应变关系研究.土木工程学报,2006,39(11):7-14
    [8] 过镇海.混凝土的强度和本构关系-原理和应用.北京:中国建筑工业出版社,2004
    [9] Open System for Earthquake Engineering Simulation User Manual,University of California,Berkeley,Version 1.7,2006
    [10] 纤维增强复合材料工程应用技术规范(征求意见稿).2006
  • 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 (94) PDF downloads(215) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return