Mechanical behavior of concrete–resin/adhesive–FRP structural assemblies under low and high temperatures

Author:

Ferrier E.,Rabinovitch O.,Michel L.

Publisher

Elsevier BV

Subject

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

Reference24 articles.

1. Experimental study on FRP-to-concrete bonded joints;Yao;Compos. B,2005

2. Strengthening of beams by plates bonding;Täljsten;J. Mater. Civ. Eng.,1997

3. Long-time concrete-composite interface characterization for reliability prediction of RC beam strengthened with FRP;Ferrier;Mater. Struct.,2002

4. J. Lundqvist, H. Nordin, B. Täljsten, T. Olofsson, Numerical analysis of concrete beams strengthened with CFRP – a study of anchorage lengths, in: Chen, Teng (Eds.), Proceedings of the International Symposium on Bond Behaviour of FRP in Structures, 2005, pp. 239–246.

5. Full-range behavior of FRP-to-concrete bonded joints;Yuan;Eng. Struct.,2004

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