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 39 Issue 2
Dec.  2014
Turn off MathJax
Article Contents
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2009  >  39(2): 118-122
Zeng Linghong, Shang Shouping, Wang Jianping, Luo Jie. EXPERIMENTAL STUDY OF BRIDGE STRUCTURAL MEMBERS STRENGTHENED WITH HIGH??PERFORMANCE FERROCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 118-122. doi: 10.13204/j.gyjz200902023
Citation: Zeng Linghong, Shang Shouping, Wang Jianping, Luo Jie. EXPERIMENTAL STUDY OF BRIDGE STRUCTURAL MEMBERS STRENGTHENED WITH HIGH??PERFORMANCE FERROCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(2): 118-122. doi: 10.13204/j.gyjz200902023
shu

EXPERIMENTAL STUDY OF BRIDGE STRUCTURAL MEMBERS STRENGTHENED WITH HIGH??PERFORMANCE FERROCEMENT

doi: 10.13204/j.gyjz200902023
  • 1.

    1. Civil Engineering College of Hunan University,Changsha 410082,China;

  • 2.

    2. Hunan Communications Research Institute,Changsha 410015,China

  • Received Date: 2007-10-19
  • Publish Date: 2009-02-20
    Abstract
  • The bending response of bridge structural members strengthened with high??performance ferrocement considering fatigue load were experimentally investigated. The test included eight bridge structural members strengthened with ferrocement and two control members without strengthening. And performances of the members are compared and assessed with particular emphasis on cracking behavior, mid??span deflection, and the modes of failure and so on. The results showed that ferrocement could obviously increase the crack??resisting capacity, and improve the bending stiffness of members. A few point of view on construction techniques for the method are given here also. And according to the conclusion of experiments, debonding failure will not occur if the strengthening operations obey just simple rules. Through analyses and derivation, it has been obtained a regressive formula of checking fatigue strength of normal sections for strengthened beams under fatigue loading.
    • FullText(HTML)
  • loading
    • References(10)
  • [2] .Sharma A K. Tests of Reinforced Concrete Continuous Beams with and Without Ferrocement[J]. Concret e International , 1992, 14(3): 36-40.
    .ACI Committee. A Guide for the Design, Construct ion and Repair of Ferrocement [J]. ACI Structural Journal, 1988, 85(3): 323-351.
    [3] .Paramasivam P, Ong K C G, Lim C T E. Ferrocement Laminates for Strengthening RC T-beams[J]. Cement Concrete Composit es, 1994, 16(2): 143-152
    [4] .Paramasivam P, Lim C T E, Ong K C G. Strengthening of RC Beams with Ferrocement Laminates [J]. Cement Concrete Composites, 1998, 20(1): 53-65
    [5] .Mothana Ahmed Al??Kubaisy, Mohd Zamin Jumaat. Ferrocement Laminate Strengthens RC beams[J]. Concrete International. 2000, 22(6): 37-43.
    [6] .尚守平, 曾令宏, 彭晖, 等. 复合砂浆钢丝网加固RC受弯构件的试验研究[J]. 建筑结构学报, 2003, 24(6): 87-91.
    [7] .尚守平, 曾令宏, 彭晖. 钢丝网复合砂浆加固混凝土受弯构件非线性分析[J]. 工程力学, 2005, 22(3): 118-125.
    [8] .尚守平, 曾令宏, 戴睿. 钢丝网复合砂浆加固RC 梁二次受力受 弯试验研究[J]. 建筑结构学报, 2005, 26(5): 74-80.
    [9] .孟建伟. 高强钢筋混凝土梁疲劳性能的试验研究及分析[D]. 石家庄: 石家庄铁道学院, 2004, 18-67.
    [10] .曾令宏. 高性能复合砂浆钢筋(丝) 网加固混凝土梁试验研究与理论分析[D]. 长沙: 湖南大学, 2006
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (89) PDF downloads(51) Cited by()
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return