Numerical Simulation Procedure of RC Beam Reinforcement with FRP

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The use of fiber reinforced polymers (FRP) to reinforce reinforced concrete(RC) structure has become one of the main applications of composites in civil engineering. FRP composite is analyzed using the serial/parallel mixing theory, which deduces the composite behavior from the constitutive equations of its components. Numerical procedure of RC beam reinforceed with FRP is studied based on the finite element method. The numerical results accord with the test results. The validity of the proposed procedure is proved comparing numerical and experimental results.

Info:

Periodical:

Advanced Materials Research (Volumes 243-249)

Edited by:

Chaohe Chen, Yong Huang and Guangfan Li

Pages:

5567-5570

DOI:

10.4028/www.scientific.net/AMR.243-249.5567

Citation:

C. J. Fu "Numerical Simulation Procedure of RC Beam Reinforcement with FRP", Advanced Materials Research, Vols. 243-249, pp. 5567-5570, 2011

Online since:

May 2011

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$35.00

[1] G. Spadea, F. Benicardino and R. Swamy: J. Compos. Constr. Vol. 2 (1998), p.132.

[2] A. Khalifa, A. Nanni: Constr. Build. Mater. Vol. 16 (2002), p.135.

[3] A. Li, J. Assih and Y. Delmas: J. Struct. Eng. Vol. 127 (2001), p.374.

[4] O. Rabinovitch, Y. Frostig: J. Struct. Eng. Vol. 127 (2001), p.381.

[5] F. Rastellini, S. Oller and O. Salomon: Continuum basis and finite element applications, edited by E. Oñate and D.R.J. Owen. COMPLAS2003–Proceeding CD of the VII international conference on computational plasticity, Barcelona, Spain, April 7-10, (2003).

[6] Xavier Martinez, Sergio Oller and Fernando Rastellini: Comput. Struct. Vol. 86 (2008), p.1604.

[7] Y. Benveniste, J. Aboudi: Int. J. Solids Struct. Vol. 20 (1984), p.935.

[8] P. Mata, S. Oller and A. Barbat: Comput. Methods Appl. Mech. Eng. Vol. 196 (2007), p.4458.

[9] Khaled Soudki, Ehab El-Salakawy and Brent Craig: J. Compos. Constr. Vol. 6 (2007), p.292.

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