2021
DOI: 10.1177/09544062211061451
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Synthesis and characterization of spent alumina catalyst and grinding sludge reinforced aluminium-based composite material

Abstract: In this investigation, an attempt has been made to use the waste material in the fabrication of aluminium-based composite material. Waste spent alumina catalyst (SAC) generated from oil refinery industries has been considered as primary reinforcement particle. Waste grinding sludge (GS) produced from iron forging industry was used as secondary reinforcement material in the preparation of composite. Further, chromium (Cr) has been added to SAC and grinding sludge (GS) reinforced aluminium-based composite materi… Show more

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Cited by 18 publications
(8 citation statements)
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“…The rapid drop in flexural strength is attributed to the development of widening fractures around 1000 °C. The connection between aggregate and cement pastes is weakened by shrinkage produced by the evaporation of free water and chemically bound water from the cement paste [ 23 , 24 , 25 , 26 , 84 , 85 , 86 , 87 , 88 , 89 , 90 , 91 , 92 , 93 , 94 , 95 , 96 ]. The flexural strength of concrete samples tested at elevated temperatures increased by 15.6% with a 10% replacement of marble dust and foundry sand in the case of quenching up to 400 °C elevated temperature and then decreased by 51.7% with an increase in temperature ranging from 600 °C to 1000 °C.…”
Section: Resultsmentioning
confidence: 99%
“…The rapid drop in flexural strength is attributed to the development of widening fractures around 1000 °C. The connection between aggregate and cement pastes is weakened by shrinkage produced by the evaporation of free water and chemically bound water from the cement paste [ 23 , 24 , 25 , 26 , 84 , 85 , 86 , 87 , 88 , 89 , 90 , 91 , 92 , 93 , 94 , 95 , 96 ]. The flexural strength of concrete samples tested at elevated temperatures increased by 15.6% with a 10% replacement of marble dust and foundry sand in the case of quenching up to 400 °C elevated temperature and then decreased by 51.7% with an increase in temperature ranging from 600 °C to 1000 °C.…”
Section: Resultsmentioning
confidence: 99%
“…The coefficient of permeability of concrete made with 2% soap solution showed a significant reduction compared to mix M1 and this may be due to the hydrophobic action of soap solution in concrete which repels the water ingress. The coefficient of permeability of concrete made with different percentages of RHA (5%, 10% and 15%) compared to that of concrete made with 1% soap solution shows higher coefficient of permeability whereas when compared with 2 percent soap solution no significant change is observed [ 52 , 53 , 54 , 55 , 56 , 57 , 58 , 59 ]. A plot is made between coefficient of permeability of concrete and different percentage RHA for 1 and 2 percent of soap solution as shown in Figure 7 .…”
Section: Resultsmentioning
confidence: 99%
“…From the permeability result, it is also found that coefficient of permeability with 2 percent soap solution is very much less in comparison with 0 percent soap solution. From the observation of SEM images, it can be said that soap solution helps in filling the voids of concrete which ultimately helps in reduction in permeability [ 52 , 53 , 54 , 55 , 56 , 57 , 58 , 59 , 60 , 61 , 62 , 63 , 64 , 65 , 66 , 67 , 68 , 69 , 70 ]. EDX analyses of concrete with 0% (M1) and 2 % (M6) soap solution are shown in Figure 9 and Figure 10 respectively.…”
Section: Resultsmentioning
confidence: 99%
“…The optimal settings are as follows: A1B2C2 for the greatest change in surface roughness and A1B1C1 for the circularity as obtained from the response table for signal-to-noise ratios i.e., Table 6 and Table 8 . A measurement recurrence technique was implemented, and the investigational results were compared to the theoretically predicted values [ 67 , 68 , 69 , 70 , 71 , 72 , 73 , 74 , 75 , 76 , 77 ]. The values of the SN ratios for surface roughness and circularity could be computed under ideal conditions using Equations: Ƞ opt = M ΔRa + (M A1 − M ΔRa ) + (M B2 − M ΔRa ) + (M C2 − M ΔRa ) here, M ΔRa = mean of SN ratios of ΔRa = −84.7839 (mean of column No.…”
Section: Findings and Discussionmentioning
confidence: 99%