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Innovative Infrastructure Solutions
Erschienen in: Innovative Infrastructure Solutions 1/2019

01.12.2019 | Technical papers

Fatigue performance of self-compacting concrete containing hybrid steel–polypropylene fibres

verfasst von: S. Bawa, S. P. Singh

Erschienen in: Innovative Infrastructure Solutions | Ausgabe 1/2019

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Abstract

This study presents the flexural fatigue analysis of hybrid fibre-reinforced self-compacting concrete (HyFRSCC) in which design fatigue lives of HyFRSCC containing various combinations of steel fibres (SF) and polypropylene fibres (PPF) have been estimated. The proportions of SF and PPF were kept as 100PPF, 75PPF–25SF, 50PPF–50SF, 25PPF–75SF and 100SF. The total fibre volume fraction was taken as 1%. The calculated values of Weibull parameters were used to estimate the mean and design fatigue lives of HyFRSCC. The HyFRSCC mix 100PPF has lesser variability in the fatigue life data, whereas HyFRSCC mix having 25PPF–75SF has been found to exhibit higher fatigue lives as compared to other fibre mix proportions.
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Metadaten
Titel
Fatigue performance of self-compacting concrete containing hybrid steel–polypropylene fibres
verfasst von
S. Bawa
S. P. Singh
Publikationsdatum
01.12.2019
Verlag
Springer International Publishing
Erschienen in
Innovative Infrastructure Solutions / Ausgabe 1/2019
Print ISSN: 2364-4176
Elektronische ISSN: 2364-4184
DOI
https://doi.org/10.1007/s41062-019-0240-1

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