Effects on mechanical properties of industrialised steel fibres addition to normal weight concrete
Five groups of concrete grade C25 were produced with the addition of steel fibres (SFs) at different volumetric percentages: 0% (as control specimen), 0.50%, 0.75%, 1.00% and 1.25% by absolute concrete weight. SFs with aspect ratio, l/d = 80 with 0.75 mm diameter and hooked at both ends were used in...
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Elsevier BV
2011
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