• DocumentCode
    1997565
  • Title

    Test study on strengthening RC flexural members with grouting material

  • Author

    Bai-sheng, Wang ; Rong-wei, Zhao ; Yi-fan, Zhao ; Jia-ning, Liu

  • Author_Institution
    Coll. of Civil Eng. & Archit., Zhejiang Univ., Hangzhou, China
  • fYear
    2011
  • fDate
    16-18 Sept. 2011
  • Firstpage
    5540
  • Lastpage
    5544
  • Abstract
    The technology of strengthening RC structures with grouting material is a new type of reinforcement techniques in the field of construction reinforcement in recent years. Considering the reduction of the strength and stiffness of flexural members in RC structures due to steel corrosion, this paper simulated steel corrosion artificially and then reinforced with grouting material to study the grouting material reinforcement effect of corroded RC flexural members. Based on the test of 3 beams and 2 slabs, failure characteristics and their effects on the ultimate bearing capacity and stiffness of corroded RC flexural members strengthened with grouting material were researched and analyzed. The result shows that grouting material reinforcement can observably improve RC bending members´ flexural behavior and supporting capacity, meanwhile enlarge structural stiffness to put off the appearance of cracks and inhibit the expansion and extension of cracks. The research results are of great value in the practical design.
  • Keywords
    bending strength; corrosion; reinforced concrete; structural engineering; construction reinforcement; corroded RC flexural members; crack extension; grouting material; reinforcement techniques; steel corrosion; strengthening RC flexural members; structural stiffness; ultimate bearing capacity; Concrete; Loading; Slabs; Steel; Strain; Structural beams; flexural members; grouting material; reinforcement; steel corrosion;
  • fLanguage
    English
  • Publisher
    ieee
  • Conference_Titel
    Electrical and Control Engineering (ICECE), 2011 International Conference on
  • Conference_Location
    Yichang
  • Print_ISBN
    978-1-4244-8162-0
  • Type

    conf

  • DOI
    10.1109/ICECENG.2011.6058179
  • Filename
    6058179