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2022
DOI: 10.1016/j.cscm.2022.e00964
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Mechanical and structural properties of waste rope fibers-based concrete: An experimental study

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Cited by 7 publications
(16 citation statements)
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“…The lowest density was recorded in the WG25F0.25 mixture and was 2024.1 kg/m 3 (or 1% less than the reference mixture density), while the highest density was given by the WG5F0.75 mixture and was 2066.7 kg/m 3 (or 1.1% higher than control sample density). Similar results were recorded previously [28].…”
Section: Dry Densitysupporting
confidence: 93%
See 1 more Smart Citation
“…The lowest density was recorded in the WG25F0.25 mixture and was 2024.1 kg/m 3 (or 1% less than the reference mixture density), while the highest density was given by the WG5F0.75 mixture and was 2066.7 kg/m 3 (or 1.1% higher than control sample density). Similar results were recorded previously [28].…”
Section: Dry Densitysupporting
confidence: 93%
“…It was found that the PET decreased the fresh characteristics of SCC while the flexural and compressive strengths were improved. Abdulridha et al (2021) [28] studied the mechanical and structural behavior of concrete-incorporated waste rope fibers (WRF) in proportions of 0%, 0.25%, 0.5% and 1% by weight of concrete. It was found that WRF enhanced concrete's compressive strength and flexural strength by 22% and 4.3%, respectively.…”
Section: Introductionmentioning
confidence: 99%
“…This is consistent with the results obtained from previous physical parameter tests. Abdulridha [30] also obtained a similar conclusion, they added waste rope fibers to concrete and found that UPV decreased gradually with the increase of fiber content. Using the correlation law between ultrasonic pulse velocity and concrete quality, the prediction model is established by the regression analysis method (Figure 6c).…”
Section: Ultrasonic Pulse Velocitymentioning
confidence: 62%
“…At waste rope fiber proportions of 0.25%, 0.5%, and 1%, respectively, the slump reduction rates were 28.6%, 52.7%, and 84.6% in contrast to the reference sample. 45 Ahmad et al 16 noted that the interfacial connection between concrete and fibers in concrete inhibits the distribution and raises the viscosity of the mixes, which may be used to explain this phenomenon. The capacity of the interfacial connection between the concrete and the fibers changes as the fiber content rises because more fibers need more cement paste to coat them.…”
Section: Engineering Propertiesmentioning
confidence: 99%