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Volume 39 Issue 6
Dec.  2014
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Article Contents
Peng Fuming, Cai Peng, Zhang Ning, Zhang Xinshan, Liu Baoxi. EXPERIMENTAL RESEARCH ON THE BOND BEHAVIOR OF CFRP TO STEEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 112-116. doi: 10.13204/j.gyjz200906027
Citation: Peng Fuming, Cai Peng, Zhang Ning, Zhang Xinshan, Liu Baoxi. EXPERIMENTAL RESEARCH ON THE BOND BEHAVIOR OF CFRP TO STEEL[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 112-116. doi: 10.13204/j.gyjz200906027

EXPERIMENTAL RESEARCH ON THE BOND BEHAVIOR OF CFRP TO STEEL

doi: 10.13204/j.gyjz200906027
  • Received Date: 2008-12-20
  • Publish Date: 2009-06-20
  • There are several advantages of adhesively bonded carbon fiber reinforced polymer(CFRP) laminates to strengthen deteriorated steel members over traditional retrofit methods.The bond behavior of CFRP to steel affects their load transfer and the effectiveness of strengthening,but there was no research on this subject in China.The suitable adhesives for steel structures strengthening with CFRP were selected from many adhesives.Appropriate specimens were fabricated to test the bond strength and bond durability between CFRP and steel.Test results showed that the properties of adhesives Araldite 2015,Sikadur 330 and Tyfo MB were excellent and they were suitable for steel strengthening with CFRP.Tensile tests of steel plates repaired with CFRP sheets were conducted and the tensile strains of CFRP sheets were measured.The bond stress distribution between CFRP sheets and steel plates and effective bond length of CFRP sheets were obtained.The computed results using the formulas are in good agreements with the experiment data.
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  • 彭福明,岳清瑞,郝际平,等.碳纤维增强复合材料(CFRP)加固修复损伤钢结构[J].工业建筑,2003,33(9):7-10;
    [2] 岳清瑞,彭福明,杨勇新,等.碳纤维布加固钢结构有效粘结长度的试验研究[J].工业建筑,2004,34(增刊):321-324;
    [3] GB/T 6329-1996胶粘剂对接接头拉伸强度的测定[S];
    [4] GB 7124-86胶粘剂拉伸剪切强度测定方法(金属对金属)[S];
    [5] GB/T 15748-1995船用金属材料电偶腐蚀试验方法[S];
    [6] GB 2574-89玻璃纤维增强塑料湿热试验[S];
    [7] 彭福明.纤维增强复合材料加固修复金属结构界面性能研究[D].西安:西安建筑科技大学,2005.
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