1972
DOI: 10.1016/0010-4361(72)90377-1
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Steel fibres in mortar and concrete

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Cited by 7 publications
(8 citation statements)
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“…The results of ultrasonic velocity measurements represented by calculated velocity variation coefficient are summarized in Table 2. The specimen with 5.0% of fibres did not achieve satisfactory homogeneity (Δ = 8.4%), due to insufficient fibre amount for creation the uniform skeleton, which corresponds with the findings published in study [10]. All the other specimens showed very good homogeneity-regardless of the measuring point, the ultrasonic velocities of these specimens remain almost constant, with Δ lower than 5%.…”
Section: Technological Feasibilitysupporting
confidence: 83%
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“…The results of ultrasonic velocity measurements represented by calculated velocity variation coefficient are summarized in Table 2. The specimen with 5.0% of fibres did not achieve satisfactory homogeneity (Δ = 8.4%), due to insufficient fibre amount for creation the uniform skeleton, which corresponds with the findings published in study [10]. All the other specimens showed very good homogeneity-regardless of the measuring point, the ultrasonic velocities of these specimens remain almost constant, with Δ lower than 5%.…”
Section: Technological Feasibilitysupporting
confidence: 83%
“…As the traditional concrete technology is difficult to be adopted when using not classified waste fibres (the fibres tend to stay in bulks and the proper disintegration and homogenous dispersion is difficult to achieve in higher fiber dosage), the slurry infiltration technology was tested in this study. Slurry infiltrated fibre concrete -SIFCON was first developed in 1979 in USA, by incorporating large amounts of steel fibres in cement-based composites [10]. SIFCON is prepared by infiltrating pre-placed fibres with fine grain aggregate mortar.…”
Section: Cmss-2017mentioning
confidence: 99%
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“…The first paper on this concept was attributed to Lankard. In this article, he confirmed that the addition of 1% to 2% fiber to refractory concrete gives a significant improvement in strength [18].…”
Section: Retrospective On the Use Of Biomass Fibers In Concretementioning
confidence: 54%
“…This limits the fibre volume V f to 1 -5%, depending on the type of fibre used and the required workability of the mixture. SIFCON specimens can be produced with V f between 5% and 30% [10], the fibre volume depends on the fibre geometry, length and diameter and vibration of the fibres during their placement process. SIFCON possesses excellent mechanical propertiesextraordinary behaviour in flexure and punching shear coupled with very good energy-absorption characteristics [11,12].…”
Section: Cmss-2017mentioning
confidence: 99%