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

Zhang Peng; Yang Wenrui; Deng Langni; Deng Yu; Peng Hanze; Zhang Kai

doi:10.13204/j.gyjz201211021

Volume 42 Issue 11

Dec. 2014

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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

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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

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．
- acid,alkali and salt,
- freeze-thaw cycle,
- CFRP anchor,
- bond-slip relation,
- ANSYS numerical simulation

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References(12)

References

闫富有，贾新，袁勇.砂浆粘结GFRP 锚杆试验研究[J].工业建筑，2004，34(12): 59-60.

[2] 康清梁，钢筋混凝土有限元分析[M].北京: 中国水利水电出版社，1996.

[3] 朱伯龙，董振样.钢筋混凝土非线性分析[M].上海: 同济大学出版社，1985.

[4] 高丹盈，谢晶晶，李趁趁.纤维聚合物筋混凝土粘结性能的基本问题[J].郑州大学学报，2002，23(1): 1-5.

[5] 谢晶晶.纤维增强塑料筋锚杆锚固机理及设计方法的研究[D].郑州: 郑州大学，2002: 47-57.

[6] 高丹盈，张钢琴.维增强塑料锚杆锚固性能地数值分析[J].岩土力学与工程学报，2005，24(20): 3724-3729.

[7] GBJ 8285 普通混凝土长期性能和耐久性能试验方法[S].

[8] 张胜利.压力型CFRP 筋锚杆的锚固机理与试验研究[D].柳州: 广西工学院，2010.

[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.

[10] 姚海，崔小朝，禹海燕，等.用ANSYS 软件对锚杆－锚固剂－岩体有限元数值模拟[J].矿业快报，2008(5): 59-61.

[11] 李围.ANSYS 土木工程应用实例[M].2 版.北京: 中国水利水电出版社，2005.

[12] 江见鲸.钢筋混凝土非线性有限元分析[M].西安: 陕西科学技术出版社，1994．

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