Static Flexural Performance of GFRP-Polymer Concrete Hybrid Beams

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Periodical:

Key Engineering Materials (Volumes 230-232)

Edited by:

Teresa Vieira

Pages:

148-151

DOI:

10.4028/www.scientific.net/KEM.230-232.148

Citation:

M.C.S. Ribeiro et al., "Static Flexural Performance of GFRP-Polymer Concrete Hybrid Beams", Key Engineering Materials, Vols. 230-232, pp. 148-151, 2002

Online since:

October 2002

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[2] N. Deskovic, U. Meier and T. Triantafillou, Innovative design of FRP combined with concrete: Short-term behaviour, J. Stuct. Engrg., ASCE (1995).

[3] Deskovic, U. Meier and T. Triantafillou, Innovative design of FRP combined with concrete: Long-term behaviour, J. Stuct. Engrg., ASCE (1995), pp.1079-1089.

[4] K. Sekijima, K. Miyata, T. Ihara and K. Hayashi, Study on flexural behaviour of fiber reinforced plastic-concrete composite beam, Proc. 3 th Int. Symposium of Non Mettalic Reinforcement for Concrete Structures (1997), v. 2, pp.543-550.

[5] ACI Committee 548, Guide for the use of polymers in concrete, American Concrete Institute, (1986).

[6] J. Dikeou, Precast Polymer Concrete in the United States, Proc. 5 thInternational Congress of Polymers in Concrete, (1986).

[7] C. Tavares, C. Ribeiro and A J.M. Ferreira, Influence of material parameters in the mechanical behaviour of polymer concrete, Proc. Mechanical and Materials in Design, (2000).

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