Paper Title:
Research on the Flexural Behaviour of Reinforced Concrete Beams Strengthened with CFRP
  Abstract

In order to clear the influence of carbon fiber reinforced polymer (CFRP) on the bearing capacity of reinforced concrete beams, tests of three reinforced concrete beams strengthened with CFRP are carried out. Experimental result shows that CFRP can effectively increase bearing capacity of flexural member, and can restrain the development of crack. Cracking load, yield load and ultimate load are significantly increased. At the same time numerical simulation is done; it is good agreement with experimental results.

  Info
Periodical
Advanced Materials Research (Volumes 194-196)
Edited by
Jianmin Zeng, Taosen Li, Shaojian Ma, Zhengyi Jiang and Daoguo Yang
Pages
1781-1784
DOI
10.4028/www.scientific.net/AMR.194-196.1781
Citation
H. Wei, J. Y. Zhang, D. W. Zhu, Z. Y. Peng, H. J. Wang, "Research on the Flexural Behaviour of Reinforced Concrete Beams Strengthened with CFRP", Advanced Materials Research, Vols. 194-196, pp. 1781-1784, 2011
Online since
February 2011
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Price
$32.00
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