An Study on the Flexural Performance of Reninforced Concrete Beams Considering Loading History with Pre-Stressed Cfrp Sheets

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Abstract:

For the effect of nonpre-stressed carbon fiber reinforced polymer (CFRP) Sheet Strengthening concrete beams to improve bending stiffness and crack resistance is not satisfactory, and it is difficult to totally unloading on the actual reinforcement, so in this paper, ANSYS is used to research the strengthened effectiveness and impact factors of pre-stressed CFRP reinforced concrete beams considering the secondary load.

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853-856

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September 2011

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] F.F. Peng,SH.Y. Jiang and X.Xie: Building Science Research of Sichuan., 2003,29(2), 39-42.

Google Scholar

[2] GB50010-2002.

Google Scholar

[3] Wight,Green and Erki: Journal of composites for construction., 2001,11,214- 220.

Google Scholar

[4] El-Hacha,ASCE,Wight: Journal of Composites for Construction., 2004,2, 3-13.

Google Scholar

[5] X.ZH..Lu.Ph.D.Thesis, Tsinghua University,2004.

Google Scholar

[6] F.F. Peng,SH.Y. Jiang ,W.Fei. Building Science Research of Sichuan., 2003,29(3),60-63.

Google Scholar