Paper Title:
Minimum Reinforcement Ratio of Concrete Beams Reinforced with FRP Bars
  Abstract

Based on the non-linearity stress strain relation of concrete, the cracking moment of plain flexural concrete member is established, and the flexural capacity of concrete beams reinforced with FRP bars is also obtained under FRP rupture-controlled failure. To prevent FRP rupture failure upon concrete cracking, the minimum reinforcement ration should be derived from simplified calculation, which may provide some theoretic guidance on design and construction for concrete structure reinforced with FRP bars.

  Info
Periodical
Advanced Materials Research (Volumes 282-283)
Chapter
Chapter 3: Material Science, Chemistry and Information Technology
Edited by
Helen Zhang and David Jin
Pages
553-556
DOI
10.4028/www.scientific.net/AMR.282-283.553
Citation
C. X. Li, S. L. Yan, "Minimum Reinforcement Ratio of Concrete Beams Reinforced with FRP Bars", Advanced Materials Research, Vols. 282-283, pp. 553-556, 2011
Online since
July 2011
Export
Price
$32.00
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