Innovative Design of GFRP Bars for Concrete Structures

Article Preview

Abstract:

This part analyzed GFRP rebar’s research situation, summarized its behaviuor as internal reinforcement for concrete structures. The research has been developed over recent years, however the rules and standard codes for design RC concrete structures with these rebars not consider that the internal reinforcement can work in compression. This paper presents the development of the research to get a new kind GFRP rebar for work as internal reinforcement of concrete structures, with an innovative design for work both in tension and compression, and their mechanical properties: strength, bond,…

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 457-458)

Pages:

553-556

Citation:

Online since:

January 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Nanni, A. (ed. ) Fiber-Reinforced-Plastic (GFRP) Reinforcement for Concrete Structures: Properties and applications,. Elsevier Science. Developments in Civil Engineering, 42, p.450. (1993).

Google Scholar

[2] Benmokrane, B.; Challal. O. Physical and mechanical performance of an innovative glass-fiber-reinforced plastic rod for concrete and grouted anchorages,. Canadian Journal Civil Engineering, 20, 254-268 (1993).

DOI: 10.1139/l93-031

Google Scholar

[3] Neale, K.W.; Labossière, P. (eds. ) Advanced composite materials on bridges and structures,. 1st Int. Conf. Sherbrooke, Quèbec, Canadian Society for Civil Engineering, 700 (1992).

Google Scholar

[4] Nanni, A.; Dolan, C.W. ) (eds. ) Fiber-reinforced-plastic reinforcement for concrete structures, International Symposium,. American Concrete Institute (ACI), SP-138, 177 (1993).

DOI: 10.14359/14178

Google Scholar

[5] Dolan, C.W. FRP prestressing in the USA,. Concrete International 21(10), 21-24, (1999).

Google Scholar

[6] Taerwe, L.R.; Matthys, S. FRP for concrete structures,. Concrete International 21(10), 33-36, (1999).

Google Scholar

[7] Fukuyama, H. FRP composites in Japan,. Concrete International 21(10), 29-32 (1999).

Google Scholar

[8] Rovira, J.A. Barra a base de polimero Barra a base de polímeros reforzados con fibras para el armado del hormigón,. Patente nº ES 2 235 011, (2010).

DOI: 10.33586/hya.2021.3077

Google Scholar

[9] Arteaga, A.; López, C.; Informe nº 19. 596-I. Ensayos de tracción, compresión y adherencia de redondos de materiales compuestos para su uso en hormigón". Instituto de ciencias de la Construcción "Eduardo Torroja, (IETcc), Madrid, Spain, (2009).

DOI: 10.3989/ic.14.116

Google Scholar

[10] Almerich Chulia, Ana-I. Diseño, según estados límites, de estructuras de hormigón armado con redondos de fibra de vidrio GFRP,. Tesis, Universidad Politécnica de Valencia, Valencia, Spain (2010).

DOI: 10.4995/thesis/10251/9744

Google Scholar