Use of calcium carbonate nanoparticles in production of nano-engineered foamed concrete

dc.contributor.authorMydin, Md Azree Othuman
dc.contributor.authorJagadesh, P.
dc.contributor.authorBahrami, Alireza
dc.contributor.authorDulaimi, Anmar
dc.contributor.authorOzkilic, Yasin Onuralp
dc.contributor.authorAbdullah, Mohd Mustafa Al Bakri
dc.contributor.authorJaya, Ramadhansyah Putra
dc.date.accessioned2024-02-23T14:12:53Z
dc.date.available2024-02-23T14:12:53Z
dc.date.issued2023
dc.departmentNEÜen_US
dc.description.abstractResearchers have shown significant interest in the incorporation of nanoscale components into concrete, primarily driven by the unique properties exhibited by these nanoelements. A nanoparticle comprises numerous atoms arranged in a cluster ranging from 10 nm to 100 nm in size. The brittleness of foamed concrete (FC) can be effectively mitigated by incorporating nanoparticles, thereby improving its overall properties. The objective of this investigation is to analyze the effects of incorporating calcium carbonate nanoparticles (CCNPs) into FC on its mechanical and durability properties. FC had a 750 kg/m3 density, which was achieved using a binder-filler ratio of 1:1.5 and a water-to-binder ratio of 0.45. The CCNPs material exhibited a purity level of 99.5% and possessed a fixed grain size of 40 nm. A total of seven mixes were prepared, incorporating CCNPs in FC mixes at the specific weight fractions of 0% (control), 1%, 2%, 3%, 4%, 5%, and 6%. The properties that were assessed included the slump, bulk density, flexural strength, splitting tensile strength, compressive strength, permeable porosity, water absorption, drying shrinkage, softening coefficient, and microstructural characterization. The results suggested that incorporating CCNPs into FC enhanced its mechanical and durability properties, with the most optimal improvement observed at the CCNPs addition of 4%. In comparison to the control specimen, it was witnessed that specimens containing 4% CCNPs demonstrated remarkably higher capacities in the compressive, splitting tensile, and flexural tests, with the increases of 66%, 52%, and 59%, respectively. The addition of CCNPs resulted in an improvement in the FC porosity and water absorption. However, it also led to a decrease in the workability of the mixtures. Furthermore, the study provided the correlations between the compressive strength and splitting tensile strength, as well as the correlations between the compressive strength and flexural strength. In addition, an artificial neural network approach was employed, utilizing k-fold cross validation, to predict the compressive strength. The confirmation of the property enhancement was made through the utilization of a scanning electron microscope. & COPY; 2023 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.description.sponsorshipMinistry of Higher Education (MoHE) of Malaysia under the Fundamental Research Grant Scheme (FRGS) [FRGS/1/2022/TK01/USM/02/3]en_US
dc.description.sponsorshipThe research was funded by the Ministry of Higher Education (MoHE) of Malaysia under the Fundamental Research Grant Scheme (FRGS) (FRGS/1/2022/TK01/USM/02/3) .en_US
dc.identifier.doi10.1016/j.jmrt.2023.08.106
dc.identifier.endpage4422en_US
dc.identifier.issn2238-7854
dc.identifier.issn2214-0697
dc.identifier.scopus2-s2.0-85169015245en_US
dc.identifier.scopusqualityQ1en_US
dc.identifier.startpage4405en_US
dc.identifier.urihttps://doi.org/10.1016/j.jmrt.2023.08.106
dc.identifier.urihttps://hdl.handle.net/20.500.12452/12227
dc.identifier.volume26en_US
dc.identifier.wosWOS:001070958600001en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.relation.ispartofJournal Of Materials Research And Technology-Jmr&Ten_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectFoamed Concreteen_US
dc.subjectCalcium Carbonate Nanoparticlesen_US
dc.subjectMechanical Propertiesen_US
dc.subjectDurability Propertiesen_US
dc.subjectScanning Electron Microscopeen_US
dc.titleUse of calcium carbonate nanoparticles in production of nano-engineered foamed concreteen_US
dc.typeArticleen_US

Dosyalar