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

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)
Chapter
Chapter 5: Monitoring, Evaluation and Reinforcement Technique of Civil Engineering
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, X. W. Wang, X. W. Deng, "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
$32.00
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