Techno Press


Steel and Composite Structures   Volume 29, Number 4, November25 2018, pages 465-481
DOI: http://dx.doi.org/10.12989/scs.2018.29.4.465
 
Ultimate strength and strain models proposed for CFRP confined concrete cylinders
Mohammed Berradia and Amar Kassoul

 
Abstract     [Full Text]
    The use of external carbon-fiber-reinforced polymer (CFRP) laminates is one of the most effective techniques existing for the confinement of circular concrete specimens. Currently, several researches have been made to develop models for predicting the ultimate conditions of this type of confinement. As most of the major existing models were developed based on limited experimental database. This paper presents the development of new confinement ultimate conditions, strength and strain models, for concrete cylinders confined with CFRP composites based on a statistical analysis of a large existing experimental database of 310 cylindrical concrete specimens wrapped with CFRP. The database is used to evaluate the performance of the proposed and major existing strength and strain models. Based on the two different statistical indices, the coefficient of determination (R2) and the Root Mean Square Error (RMSE), the two proposed confinement ultimate conditions presents a good performance compared to the major existing models except the models of Lam and Teng (2003) and Youssef et al. (2007) which have relatively similar performance to the proposed models.
 
Key Words
    concrete cylinders; CFRP; strength model; strain model; confinement
 
Address
Department of Civil Engineering, Laboratory of Structures, Geotechnics and Risks (LSGR), Hassiba Benbouali University of Chlef, Algeria, BP 151, Hay Essalam, UHB Chlef, Chlef (02000), Algeria.
 

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