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Volume 42 Issue 11
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2012  >  42(11): 97-101,144
ZHAO Bida, GONG Dacheng, LI Ruifeng, YU Chenda, ZHANG Xuefeng, ZHOU Haijing. Experimental Research on Hysteretic Properties of Partially Encased Steel- Concrete Composite Beams[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 144-150,8. doi: 10.13204/j.gyjzG22051025
Citation: Zhang Peng, Yang Wenrui, Deng Langni, Deng Yu, Peng Hanze, Zhang Kai. EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF CFRP ANCHOR BOND-SLIP UNDER THE SPECIAL ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(11): 97-101,144. doi: 10.13204/j.gyjz201211021
shu

EXPERIMENTAL STUDY AND NUMERICAL SIMULATION OF CFRP ANCHOR BOND-SLIP UNDER THE SPECIAL ENVIRONMENT

doi: 10.13204/j.gyjz201211021
  • 1.

    Department of Civil and Architecture Engineering,Guangxi University of Technology,Liuzhou 545006,China

  • Rev Recd Date: 2012-01-30
  • Publish Date: 2012-11-20
    Abstract
  • Through the CFRP anchor bond performance test after acid,alkali,salt,freeze-thaw cycle environmental impact,fitting different environment bond-slip relational expression and also based on the test parameters,CFRP anchor bond unit was simulated with nonlinear spring element Combin 39 of ANSYS．The fit -s curve was used for determining F-S relation parameters of the spring unit．The comparison between the simulation analysis and experimental results showed that the fit bond-slip relation curve could reflect well the CFRP reinforcement and epoxy mortar performance changes after acid,alkali,salt,freeze-thaw cycle environmental impact．Which provided a theoretical basis for performance analysis,design theory and engineering application of CFRP anchor under special environment,also provided a reference for compiling and perfecting relevant norms．
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    • References(12)
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    [9] 张海霞，朱浮声.考虑粘结滑移本构关系的FRP 筋锚固长度[J].四川建筑科学研究，2007(4): 43-46.
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