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Flexural behaviour of combined polypropylene network and glass fibre reinforced cement
AbstractFlexural tests were carried out on cement-based composites containing, individually or in combination, continuous polypropylene nets, chopped glass strands and continuous glass rovings. It is shown that the combined-fibre-reinforced composites, especially the ones with glass rovings, result in higher limit of proportionality and post-cracking stiffness compared with the individually reinforced composites. A minor increase in the volume fraction of glass rovings can significantly improve the load-carrying capacity of the combined-fibre-reinforced composites.
Flexural behaviour of combined polypropylene network and glass fibre reinforced cement
AbstractFlexural tests were carried out on cement-based composites containing, individually or in combination, continuous polypropylene nets, chopped glass strands and continuous glass rovings. It is shown that the combined-fibre-reinforced composites, especially the ones with glass rovings, result in higher limit of proportionality and post-cracking stiffness compared with the individually reinforced composites. A minor increase in the volume fraction of glass rovings can significantly improve the load-carrying capacity of the combined-fibre-reinforced composites.
Flexural behaviour of combined polypropylene network and glass fibre reinforced cement
Xu, Guodong (author) / Hannant, D.J. (author)
Cement and Concrete Composites ; 14 ; 51-61
1992-01-20
11 pages
Article (Journal)
Electronic Resource
English
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