2020
DOI: 10.1016/j.conbuildmat.2020.120664
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Behavior of recycled steel fiber reinforced concrete under uniaxial cyclic compression and biaxial tests

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Cited by 28 publications
(9 citation statements)
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“…Concerning the effect of fibers, their use led to a decrease in workability, as expected [34]. The addition of metallic fibers resulted in a decrease of the slump of 10 mm, so the cement paste did not exhibit a greater difficulty in dragging the fibers in addition to the large amount of EAFS used.…”
Section: Laboratory Testssupporting
confidence: 71%
“…Concerning the effect of fibers, their use led to a decrease in workability, as expected [34]. The addition of metallic fibers resulted in a decrease of the slump of 10 mm, so the cement paste did not exhibit a greater difficulty in dragging the fibers in addition to the large amount of EAFS used.…”
Section: Laboratory Testssupporting
confidence: 71%
“…In conclusion, at low proportions of WRSF, the CS of concrete is primarily determined by the internal matrix structure of the concrete, compared to SFs [21,88]. [76], (e) Virgin PP draw-wired fibers [76], (f) Textile waste fiber [53], (g) Kraft pulp Fiber [53], (h) Waste polypropylene carpet fibers [77], (i) Waste carpet face fibers [78], (j) Waste carpet fibers [79], (k) Waste steel scrap [80], (l) Tire-recycled steel fibers [80], (m) Waste recycled plastic fiber [38], (n) Waste recycled woven plastic sack fiber [18], (o) Waste fishing-net fiber [81], (p) Waste recycled steel fiber [82].…”
Section: Compressive Strengthmentioning
confidence: 99%
“…Various recycled-waste fibers used in cementitious composites. (a) Waste plastic fiber [74], (b) Waste recycled polyethylene terephthalate fiber [75], (c) Waste recycled PET/PE fibers from packaging [76], (d) Waste recycled PE/PP fibers from artificial turf[76], (e) Virgin PP draw-wired fibers[76], (f) Textile waste fiber[53], (g) Kraft pulp Fiber[53], (h) Waste polypropylene carpet fibers[77], (i) Waste carpet face fibers[78], (j) Waste carpet fibers[79], (k) Waste steel scrap[80], (l) Tire-recycled steel fibers[80], (m) Waste recycled plastic fiber[38], (n) Waste recycled woven plastic sack fiber[18], (o) Waste fishing-net fiber[81], (p) Waste recycled steel fiber[82].…”
mentioning
confidence: 99%
“…Flexural strength values were given in Figure 8. The reason for the improvement in flexural behavior through the presence of fibers is bridging in crack zone and preventing crack propagation [31,32]. Improved properties such as increased load carrying capacity, energy absorption and toughness were due to the increased energy demand for propagation of the crack thanks to the bridging effect of fibers [33,34].…”
Section: Mechanical Propertiesmentioning
confidence: 99%