Application of Braided Fibre Reinforced Composite Rods in Concrete Reinforcement

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Abstract:

This paper describes the work that is being done at the University of Minho concerning the development of braided rods for concrete reinforcement. A preliminary research study has been conducted to understand the mechanical behaviour of braided fabrics. Various samples have been produced varying the type of fiber (glass, polyester and aramid), the type of braided fabric (simple, hybrid and core reinforced) and in the latter case, the number of core reinforcing yarns. The tensile properties of these samples have been evaluated and the results presented. The influence of each factor on the tensile properties of braided fabrics has also been analysed and discussed. In order to produce braided reinforced composite rods to use as a concrete reinforcement, a special technique has been developed using a standard vertical braiding machine. The braided reinforced composite materials have been produced in rib structure to improve adhesion between them and the concrete. Special samples have been prepared and tested to evaluate the adherence between both materials involved. The tensile and bending properties of braided reinforced composite rods have been evaluated and the results obtained presented and discussed.

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Materials Science Forum (Volumes 514-516)

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1556-1560

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May 2006

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© 2006 Trans Tech Publications Ltd. All Rights Reserved

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[1] Sousa, G. (2004), Braided structures for concrete reinforcement, Master Thesis, University of Minho, Guimarães.

Google Scholar

[2] Mufti, A., Erki, M. A. and Jaeger, L. (1991). Editors, Advanced composite materials with application to bridges, Canadian Society of Civil Engineers, Montreal.

Google Scholar

[3] Iyer, S. L. and Sen, R. (1991). Editors, Advanced composite materials in civil engineering structures, Proc. Specialty Conf., Las Vegas, Jan. 31- Feb. 1, American Society of Civil Engineering, New York, NY.

Google Scholar

[4] Nanni, A. and Dolan C. W. (1993). Editors, Fiber-reinforced-plastic reinforcement for concrete structures, Proceedings of International Symposium, Vancouver, ACI SP-138.

DOI: 10.14359/14178

Google Scholar

[5] Basham, K. D. (1994). Editor, Infrastructure: new materials and methods of repair, Proc., Third Materials Engineering Conf., San Diego, Nov. 13-16, American Society of Civil Engineering, New York, NY.

Google Scholar

[6] Saadatmanesh, H. and Ehsani, M. R. (1996). Editors, Fiber composites in infrastructure, Proc. First International Conf. on Composites in Infrastructure, Tucson, Arizona, Jan. 15-17, Dept. of Civil Eng. and Eng. Mech., University of Arizona.

Google Scholar

[7] Somboonsong, W., Ko, F. K., and Harris, H. G. (1998). Ductile hybrid fiber reinforced plastic (FRP) rebar for concrete structures: design methodology, ACI Materials Journal, V. 95, No. 6, Nov. -Dec., pp.655-666.

DOI: 10.14359/408

Google Scholar

[8] Pastore, C., Ko, F. (1998), Braided Hybrid Composites", NTC Research Project F98-P01, USA. Load (KN) Deformation (%) composite steel.

Google Scholar