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MODELLING of Delfcetion Performance in Partially Bonded CFRP Prestressed Beams

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Abstract:

six partial bonded concrete beams prestressed with CFRP tendons are tested under monotonic loads. deformation of this kind of beams with varying unbonded length are systematically investigated. full-range analysis for deflection performance of partial bonded CFRP prestressed beams is performed by using ADINA. The analytical results agree well with the experimental results.

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Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

2204-2207

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.2204

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Online since:

December 2010

Authors:

Yu Deng, Jiong Feng Liang

Keywords:

CFRP Bars, Finite Element Model (FEM), Load Delfcetion Relationship, Nonlinear, Partially Bonded CFRP Prestressed Beams

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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References

[1] ADINA. 2003. Automatic dynamic incremental nonlinear analysis., Finite element software, Version 8. 1, ADINA, Watertown, Mass.

Google Scholar

[2] Masmoudi, et al. ACI Struct. J, 95(6), 665–676. (1998).

Google Scholar

[3] Toutanji H.A., and Saafi,M. ACI struct.J., 97(5), 712–719.

Google Scholar

[4] Benmokrane B, Chaallal O, Masmoudi R. ACI Struct J 95; 91(2): 46–55.

Google Scholar

[5] Benmokrane,B. et al. ACI struct.J., 93(1), 46–55.

Google Scholar

[6] Hall T, Ghali A. Can J Civil Eng 2000; 27(October): 890–899.

Google Scholar

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