Paper Title:
Numerical Analysis of RC Beams Strengthened with Pre-Stressed CFRP Sheets
  Abstract

Through the finite element analysis software, fourteen strengthened beams are calculated in the condition of considering bonding-slip or not respectively. Comparing simulation results with test and theoretical calculation, We can draw the following conclusions: Testing reinforced concrete beams when there is no debonding, ANSYS simulation, theoretical calculations and experimental results agree well. Testing reinforced concrete beams when there is debonding. By considering the bond-slip calculation model calculation accuracy is higher. .Numerical results show that, prestressed CFRP with relative of prestressed girder of carbon fibre reinforced beam can significantly improve the cracking beam loading, and effectively improve the yield loads, but the ultimate load.

  Info
Periodical
Advanced Materials Research (Volumes 255-260)
Edited by
Jingying Zhao
Pages
3101-3105
DOI
10.4028/www.scientific.net/AMR.255-260.3101
Citation
Y. X. Yang, W. Zhang, Z. W. Guan, W. Xie, "Numerical Analysis of RC Beams Strengthened with Pre-Stressed CFRP Sheets", Advanced Materials Research, Vols. 255-260, pp. 3101-3105, 2011
Online since
May 2011
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Price
$32.00
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