The Experimental Study and Finite Element Analysis on Deflection of RC Two-Way Slabs Reinforced with CFRP

Abstract:

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The rule of stiffness and deflection change of reinforced concrete two-way slabs strengthened by CFRP was discussed after test research. The results were analyzed with ANSYS finite element software and compared with test results, and the ANSYS finite element analysis results agreed well with test results. It shows that CFRP can improve the flexural stiffness of reinforced concrete two-way slabs and effectively restrain deflection deformation of them. So ANSYS analysis results can provide reference for the test and engineering.

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:

2291-2294

DOI:

10.4028/www.scientific.net/AMR.368-373.2291

Citation:

W. S. Li et al., "The Experimental Study and Finite Element Analysis on Deflection of RC Two-Way Slabs Reinforced with CFRP", Advanced Materials Research, Vols. 368-373, pp. 2291-2294, 2012

Online since:

October 2011

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Price:

$35.00

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