Stress–strain model for concrete confined with CFRP jackets

Author:

Turgay T.,Köksal H.O.,Polat Z.,Karakoc C.

Publisher

Elsevier BV

Subject

Applied Mathematics,General Mathematics

Reference42 articles.

1. Harmon TG, Slattery KT. Advanced composite confinement of concrete. In: First international conference on advanced composite materials in bridges and structures, Sherbrooke, Québec, Canada; 1992. p. 299–306.

2. Picher F, Rochette P, Labossiére P. Confinement of concrete cylinders with CFRP. In: Proceedings of the first composites in infrastructure ICCI’96, 15–17 January, Tucson, Arizona; 1996. p. 829–41.

3. Watanabe K, Nakamura H, Honda Y, Toyoshima M, Iso M, Fujinaki T, Kaneto M, et al. Confinement effect of FRP sheet on strength and ductility of concrete cylinders under uni-axial compression. In: Proceedings of the third international symposium on non-metallic FRP for concrete structures, Japan; 1997. p. 233–40.

4. Kono S, Inazumi M, Kaku T. Evaluation of confining effects of CFRP sheets on reinforced concrete members. In: Proceedings of the second international conference on composites in infrastructure ICCI’98, Tucson, Arizona, 5–7 January; 1998. p. 343–55.

5. Stress–strain characteristics of concrete columns externally confined with advanced fiber composite sheets;Toutanji;ACI Mater J,1999

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