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Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007
Citation: Li Rong, Teng Jinguang, YueQingrui. EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(8): 31-34. doi: 10.13204/j.gyjz200508007

EXPERIMENTAL STUDY ON BOND BEHAVIOR OF NSM CFRP STRIPS-CONCRETE INTERFACE

doi: 10.13204/j.gyjz200508007
  • Received Date: 2004-12-20
  • Publish Date: 2005-08-20
  • Near -surface mounted(NSM) FRP reinforcement is emerging as a promising technique for the strengthening of concrete structures.It is presented an experimental study on the bond behavior of NSM CFRP strips using a simple shear test set -up.The effect of bond length on bond performance is examined.The failure mode,the FRP strain and bond stress distributions,and the local bond -slip relationship are all discussed.
  • [2] 姚谏,滕锦光.FRP复合材料与混凝土的粘结强度试验研究.建筑结构学报,2003,24(5);
    李荣,滕锦光,岳清瑞.FRP材料加固混凝土结构应用的新领域--嵌入式(NSM)加固法.工业建筑,2004,34(4);
    [3] De Lorenzis L,Nanni A.Bond between NSM Fiber-Reinforced Polymer Rods and Concrete in Structural Strengthening.ACI Structural Journal,2002,99(2):123~132;
    [4] Blaschko M.Bond Behaviour of CFRP Strips Glued into Slits. In:Proceedings of the Sixth International Symposium on FRP Reinforcement for Concrete Structures.Singapore:2003.205~214
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