A durability study of externally bonded FRP-concrete beams via full-field infrared thermography (IRT) and quasi-static shear test

Author:

Lai W.L.,Kou S.C.,Poon C.S.,Tsang W.F.,Lee K.K.

Publisher

Elsevier BV

Subject

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

Reference64 articles.

1. Byars EA, Dejke V, Demis S. Development drafts of a model European durability specification for FRP concrete. Riga, Venice and Cambridge Meeting of fib Task, Group 9.3; 2000–2001.

2. Durability of FRP in concrete deterioration mechanisms;Byars;Int J Mater Prod Technol,2003

3. Durability evaluation of carbon fiber-reinforced polymer strengthened concrete beams: experimental study and design;Grace;ACI Struct J,2005

4. Saadatmanesh H, Tannous F. Durability of FRP rebars and tendons, non-metallic (FRP) reinforcement for concrete structures. In: Proceeding of the third international symposium, vol. 2; 1997. p. 147–54.

5. Steckel GL, Havkins GF, Bauer JL. Environmental durability of composites for seismic retrofit of bridge columns, fiber composites in infrastructure. In: Proceedings of the second international conferences on fiber composites in infrastructure, vol. 2. ICCT 98, Tucson; 1998. p. 460–75.

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