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Comportamiento de la fibra de vidrio AR para aplicaciones estructurales en la construcción

Authors: Miravete, Antonio; Mieres, J. M.; Calvo, I.; Comino, P.; Chiminelli, A.; Cuartero, Jesús; Tolosana, Narciso;

Comportamiento de la fibra de vidrio AR para aplicaciones estructurales en la construcción

Abstract

[ES] El vidrio AR y su presentación en forma de fibras de refuerzo, fue diseñado para ser inerte a los álcalis de los cementos. Por este motivo se viene utilizando desde hace varias décadas como refuerzo de morteros y hormigones en forma de fibra corta. El ensimaje que estas fibras de vidrio de refuerzo A R presentaba en su origen no era compatible con resinas de tipo sintéticas, por lo que el refuerzo era exclusivo para cementos y hormigones fuera cual fuera la aplicación, formato o proceso productivo. Recientemente, gracias al desarrollo específico de ensimajes especiales acordes a las fibras de vidrio AR ha aparecido la misma tipología de vidrio AR como refuerzo en forma de fibra continua compatible con resinas sintéticas, lo cual abre el espectro de las aplicaciones estructurales del material compuesto fibra de vidrio con matriz orgánica como refuerzo dentro del hormigón. En este artículo se van a estudiar las propiedades mecánicas de los materiales compuestos de fibra de vidrio AR. Primeramente se estudiará el comportamiento de este tipo de fibra bajo una solicitación de corrosión bajo tensión. Se comparará su pérdida de masa frente a las fibras de vidrio tipo E, C y sin boro. A continuación se describirán los ensayos mecánicos de flexión 3 puntos y viga corta llevados a cabo con laminados fibra de vidrio AR/poliéster con objeto de determinar su módulo de Young y sus resistencias tanto a flexión como a cortadura interlaminar. Se compararán los resultados de estos ensayos con los obtenidos para el material compuesto de fibra de vidrio E/poliéster y se analizará su utilización como material estructural en el ámbito de la construcción.

[EN] The AR glass reinforcement fibres were designed to resist the alkalis from the concrete. This is the main reason for its utilisation as a short-fibre-reinforcement of mortar and concrete for the last decades. Originally, the AR glass fibre sizing was not compatible with synthetic resins, so that this type of reinforcement was applied exclusively to mortar and concrete matrices. Recently, due to the developments of sizing, which are compatible with synthetic resins, the AR- glass fibres may be used as reinforcement of organic matrix composite materials, broadening the range of structural applications. The mechanical properties of AR glass fibre and organic matrix composite materials will be studied in this paper. First, the behaviour of this material under stress corrosion will be analysed. Their mass loss will be compared to E, C, and boron free glass fibres. Second, an experimental study dealing with 3P test bending and short beam ofAR glass fibre/polyester will de described with the goal of obtaining their Young modulus and tensile and interlaminar shear strengths. Finally, these experimental results will be compared to E glass fibre/polyester and several conclusions about their structural applications will be drawn.

8 páginas, 11 figuras, 2 tablas.

Peer reviewed

Keywords

Corrosion, Alkali, Álcalis, Corrosión, Refuerzo de fibras, Fibre reinforcement, Hormigón, Concretes, Glass, Vidrio

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selected citations
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This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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popularity
This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.
BIP!Popularity provided by BIP!
influence
This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).
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impulse
This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.
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