EXPERIMENTAL STUDY OF RELAXATION PERFORMANCE OF AFRP TENDONS

Zhu Hong; LüZhi-tao; Zhang Ji-wen; Gao Hong; Tang Hui-gong

doi:10.13204/j.gyjz200607016

Volume 36 Issue 7

Dec. 2014

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Zhu Hong, LüZhi-tao, Zhang Ji-wen, Gao Hong, Tang Hui-gong. EXPERIMENTAL STUDY OF RELAXATION PERFORMANCE OF AFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 62-64,94. doi: 10.13204/j.gyjz200607016

Citation:

Zhu Hong, LüZhi-tao, Zhang Ji-wen, Gao Hong, Tang Hui-gong. EXPERIMENTAL STUDY OF RELAXATION PERFORMANCE OF AFRP TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(7): 62-64,94. doi: 10.13204/j.gyjz200607016

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EXPERIMENTAL STUDY OF RELAXATION PERFORMANCE OF AFRP TENDONS

doi: 10.13204/j.gyjz200607016

1.
1. College of Civil Engineering Southeast University Nanjing 210096;
2.
2. Shenzhen Ocean Power Co. Ltd Shenzhen 518040

Received Date: 2005-11-06
Publish Date: 2006-07-20

Abstract

Abstract

Based on the relaxation experiments of AFRP tendons for half a year,the variation regularities of the relaxation rate according to time of one kind of AFRP,FA11,are studied.The results indicate that the relaxation of AFRP is obvious,and the relaxation rate linearly depends on time and is in direct ratio with tension control stress.
- AFRP,
- FA11,
- relaxation,
- tension control stress

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References(6)

References

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[2] Vistasp M Karbhari.WTEC Monograph on Use of Composite Materials in Civil Infrastructure in Japan.ITRI World Technology Division,1998

[3] JSCE.Recommendation for Design and Construction of Concrete Structures Using Continuous Fiber Reinforcing Materials//Japan:Research Committee on Continuous Fiber Reinforcing Materials,JSCE,1997

[4] ACI 440 IR-03 Guide for the Design and Construction of ConcreteReinforded with FRP Bars

[5] 朱虹.新型FRP筋预应力混凝土结构的研究:[博士学位论文].南京:东南大学,2004

[6] 陆光闾.低松弛预应力钢丝松弛性能研究.上海铁道大学学报(自然科学版),1997,18(2):46-52

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