Paper Title:
Calculation of Flexural Capacity of High-Strength Reinforced Concrete Beams Strengthened with FRP
  Abstract

The mechanical properties of high-strength reinforced concrete beams strengthened with FRP ( fiber reinforce polymer) are further investigated theoretically including it s failure mechanism and loadability,based on earlier theoretical works on RC beams. And the correlation equation of flexural capacity on the cross section of high-strength reinforced concrete beams strengthened with FRP is deduced according to different types of failure.The correlation equation is shown to be in good agreement with the experimental results, which can be referred to engineering application.

  Info
Periodical
Chapter
Chapter 2: Frontiers of Building Materials
Edited by
Dongye Sun, Wen-Pei Sung and Ran Chen
Pages
815-817
DOI
10.4028/www.scientific.net/AMM.71-78.815
Citation
J. F. Liang, Z. P. Yang, Z. M. Qiu, "Calculation of Flexural Capacity of High-Strength Reinforced Concrete Beams Strengthened with FRP", Applied Mechanics and Materials, Vols. 71-78, pp. 815-817, 2011
Online since
July 2011
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Price
$32.00
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