Techno Press
Techno Press

Computers and Concrete   Volume 19, Number 1, January 2017, pages 041-49
DOI: http://dx.doi.org/10.12989/cac.2017.19.1.041
 
Combined effect of CFRP–TSR confinement on circular reinforced concrete columns
Mohammed Berradia and Amar Kassoul

 
Abstract     [Full Text]
    The use of external carbon-fiber-reinforced polymer (CFRP) wraps is one of the most effective techniques existing for the confinement of the circular concrete columns. Currently, several researches have been made to develop models for predicting the behavior of this type of confinement. The disadvantage of the most models, is to not take into account the contribution of the transverse steel reinforcements (TSR) effect, However, very limited models have been recently developed that considers this combined effect and gives less accurate results. This paper presents the development of a new model for the axial behavior of circular concrete columns confined by combining external CFRP warps-and-internal TSR (hoops or spirals) based on the existing experimental data. The comparison between the proposed model and the experimental results showed good agreement comparing to the several existing models. Moreover, the expressions of estimating the ultimate strength and the corresponding strain are simple and precise, which make it easy to use in the design applications.
 
Key Words
    reinforced concrete columns; CFRP; stress-strain model; confinement; TSR
 
Address
Mohammed Berradia and Amar Kassoul: Department of Civil Engineering, Laboratory of Structures, Geotechnics and Risks (LSGR), Hassiba Benbouali University of Chlef, BP 151, Hay Essalam, UHB Chlef, Chlef (02000), Algeria
 

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