Fibre-reinforced high-strength concrete
Publiceringsår
1993
Upphovspersoner
Vares, Sirje; Häkkinen, Tarja
Abstrakt
The publication comprises two experimental parts. In the first part, 14 different kinds of steel, polypropylene and polyacrylonitrile fibres are studied in order to make high-strength fibre-reinforced concrete. The effect of fibre type and volume on the load-deflection behaviour of FRC is studied and discussed. When the steel fibre volume fraction is low there is usually no significant increase in the "first crack" and flexural strengths, but the toughness of concrete can be significantly increased over that of plane matrix. Thin fibres with rather high specific surface area increase the most significantly the "first crack" strength of the composite. The effectiveness of increasing the fibre volume depends on the fibre type. Roughly speaking, the more effective the fibres are in terms of flexural strength, the more advantageous is the increase in fibre volume. On the other hand, the best fibres give the composite very good toughness already at low fibre contents. The fibre-spreading and slurry-infiltration method can be employed to make steel FRC with very high fibre content. The maximum obtainable fibre volume depends significantly on the stiffness and shape of the fibres. However, the mechanical properties of composites depend not only on the fibre volume content, but significantly on the properties of steel fibres. The relatively high specific surface area of the polymer fibres (PAN and PP) affects advantageously the "first crack" strength of the composite. The results indicate that the bending of PAN fibres to the high-strength matrix is too high in relation to their strength to provide the composite with good toughness. In the second part of the report the influence of aging on the load-deflection behaviour of different kinds of FRC is studied. Different matrices reinforced with steel or polypropylene fibre were subjected to aging and temperature and humidity changes. High-strength fibre-reinforced concrete composites, especially those reinforced by steel fibres can withstand large variation of temperature and humidity without the performance of fibres being significantly weakened.
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Publikationstyp
Publikationsform
Separat verk
Målgrupp
Vetenskaplig
Kollegialt utvärderad
Kollegialt utvärderad
UKM:s publikationstyp
C1 Separat utgivet vetenskapligt verkPublikationskanalens uppgifter
Journal
VTT Publications
Förläggare
VTT Technical Research Centre of Finland
Nummer
160
ISSN
ISBN
Öppen tillgång
Öppen tillgänglighet i förläggarens tjänst
Ingen information
Licens för förläggarens version
Annan licens
Parallellsparad
Nej
Övriga uppgifter
Nyckelord
[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object],[object Object]
Språk
engelska
Internationell sampublikation
Nej
Sampublikation med ett företag
Nej
Publikationen ingår i undervisnings- och kulturministeriets datainsamling
Nej