Mechanical behavior of CFRP confined low strength concretes subjected to simultaneous heating–cooling cycles and sustained loading

Author:

Erdil B.,Akyuz U.,Yaman I. O.

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. ACI440R-07 (2008) Report on fiber-reinforced polymer (FRP) reinforcement for concrete structures. American Concrete Institute Committee 440, Third Printing, July 2008

2. Bakis CE, Bank LC, Brown VL, Cosenza E, Davalos JF, Lesko JJ, Machida A, Rizkalla SH, Triantafillou TC (2002) Fiber-reinforced polymer composites for construction—state-of-the-art review. J Compos Constr ASCE 6(2):73–87

3. Ilki A, Kumbasar N, Koç V (2002) Strength and deformability of low strength concrete confined by carbon fiber composite sheets. In: Proceedings of the 15th ASCE engineering mechanics conference, New York, On CD. Paper no: 101

4. Lam L, Teng JG (2003) Design-oriented stress–strain model for FRP-confined concrete. Constr Build Mater 17:471–489

5. Lam L, Teng JG (2003b) Hoop rupture strains of FRP jackets in FRP confined concrete. In: Proceedings of the FRPRCS-6, Singapore, pp 601–612

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