Research on Debonding Formula Model of RC Beams Strengthened with CFRP Sheets

Abstract:

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Debonding of concrete occurs when the interface principal stress reaches the ultimate tensile strength. We propose the use of carbon fiber plate attached to the beam bottom, which makes finite element analysis of the mechanical properties of debonding concrete beams more reasonable. In addition, formulas of this theory are given and applied in the finite element analysis. Finally, it is shown by a number of experimental results.

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Edited by:

Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren

Pages:

1038-1041

DOI:

10.4028/www.scientific.net/AMR.368-373.1038

Citation:

A. H. Bao et al., "Research on Debonding Formula Model of RC Beams Strengthened with CFRP Sheets", Advanced Materials Research, Vols. 368-373, pp. 1038-1041, 2012

Online since:

October 2011

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Price:

$35.00

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