Research of the CFRP Strengthened Reinforced Concrete Structures

Article Preview

Abstract:

This paper analyzes mainly that the CFRP reinforced concrete research and FRP cloth reinforced characteristics and advantages, and from the material aspects illustrate the CFRP cloth’s faults. For different components, materials, and the nonlinear programming and analysis, through the integral, combination, discrete type three calculation model of material and materials between, namely, concrete, steel, concrete and reinforced, GFRP cloth, concrete and CFRP cloth the constitutive relation analysis, this paper expounds the present research, points out the existing limitations of the present study and later the research direction. Finally, the paper draw the conclusion that the column and beam mechanical strength, toughness, and crack resistance, impact resistant properties and durability of these aspects to illustrate the superiority of the CFRP reinforced concrete. That fiber reinforced polymer (FRP) strengthening, repairing concrete has broad prospects for development.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

579-583

Citation:

Online since:

August 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Zhao Tong, Xie Jian, New technology of reinforcement concrete structure with carbon fiber tube [M]. Tian Jin: Tianjin University Press, 2001. 9: 1-2.

Google Scholar

[2] Zhou Le, Mechanical behaviors study of GFRP tube filled with steel-reinforced high-strength concrete composite Components [J]. Northeastern University. 2008, 5-6.

Google Scholar

[3] Wu Gang, Lv Zhi-tao, Research of the stress-strain relationship of FRP-confined no softening concrete [J]. Journal of Building Structures, 2003, 24(5): 1-9.

Google Scholar

[4] Shao Jing-song; LIU Wei-qing. Application of Carbon Fiber in Civil Engineering [J]. Fiber Reinforced Plastics/Composite, 2005, 28(5):41-43.

Google Scholar

[5] Ye Lieping Feng Peng, Applications and development of fiber-reinforced polymer in engineering structures. China Civil Engineering Journal. 2006. 3(39).

Google Scholar

[6] Cao Shuangyin Pan Jianwu Qiu Hongxing . Analysis of shear strength models for beams strengthened by externally bonded FRP composites[J]. Journal of Southeast Univwrsity, 2002. 32(5): 766-767.

Google Scholar

[7] Ma Hong-wang; Zhao Guo-fan, Probability analysis for curvature ductility factor of square-confined reinforced concrete columns[J], Journal of Dalian University of Technology, 2001. 41(4).

Google Scholar

[8] Houo Faliang, Secondary stress on calculation of ultimate bearing capacity of RC beam strengthened with CFRP flexural effect analysis of structures [J] Industrial Construction2004. 34.

Google Scholar

[9] Yang Yongxin, Hu Yunchang , Debonded Failure of RC Flexural Members Strengthened with Carbon Fiber Sheets and Its Prevention[J], Industrial Construction, 2001, 31(6):13—17.

Google Scholar

[10] Xu Zhisheng; Feng Kai; Zhang Weizhen; Yang Zhengyu, Experimental analysis of CFRP used to strengthen RC beam after fire[J], Journal of Harbin Institute of Technology , 2005, 37(i):98-100.

Google Scholar