Influence of Integration of Phase Change Materials on Hydration and Microstructure Properties of Nanosilica Admixed Cementitious Mortar

dc.contributor.authorSnehal, K.
dc.contributor.authorDas, B.B.
dc.contributor.authorKumar, S.
dc.date.accessioned2026-02-05T09:28:31Z
dc.date.issued2020
dc.description.abstractThe present study demonstrates the influence of integrating phase change materials (PCMs) on hydration and microstructure properties of nanosilica admixed cementitious mortar. First, the optimized dosage of nanosilica in correspondence to compressive strength was determined. Subsequently, the desired proportion of PCMs was identified pertaining to a designated compressive strength of 35 MPa at the curing age of 28 days. The hydration and microstructure studies were carried out through thermo gravimetric analysis (TGA), X-ray diffraction (XRD), and scanning electron microscopy (SEM), respectively. Further, thermal properties were determined by means of differential scanning calorimetry (DSC). Incorporation of nanosilica into the cementitious mortar was found to have a positive influence on early strength development and durability, however, there was found to be an increase in chemical shrinkage as compared to the control mixture. PCMs integrated cementitious mortar improved the thermal efficiency as well as reduced the chemical shrinkage, but adversely affected the mechanical, hydration, and durability properties. With respect to development of compressive strength of the cementitious mortar, it is found that n-octadecane PCMs performed better amidst other PCMs, such as paraffin and sodium carbonate hydrates. Further, studies were carried out on cementitious mortar having both nanosilica (optimized proportion) and PCMs (the best performing). From the results, it is found that cementitious mortar comprising of both nanosilica and PCMs have compensated the drawbacks of one another. Blended mortar (having both nanosilica and PCMs) showed superior strength gain at early age, better durability resistance, low chemical shrinkage, and superior thermal performance. © 2020 American Society of Civil Engineers.
dc.identifier.citationJournal of Materials in Civil Engineering, 2020, 32, 6, pp. -
dc.identifier.issn8991561
dc.identifier.urihttps://doi.org/10.1061/(ASCE)MT.1943-5533.0003178
dc.identifier.urihttps://idr.nitk.ac.in/handle/123456789/23880
dc.publisherAmerican Society of Civil Engineers (ASCE) onlinejls@asce.org 1801 Alexander Bell DriveGEO Reston VA 20191 Alabama
dc.subjectCompressive strength
dc.subjectDifferential scanning calorimetry
dc.subjectDurability
dc.subjectGravimetric analysis
dc.subjectHydration
dc.subjectLatent heat
dc.subjectMicrostructure
dc.subjectMortar
dc.subjectScanning electron microscopy
dc.subjectShrinkage
dc.subjectSodium Carbonate
dc.subjectSodium compounds
dc.subjectSpecific heat
dc.subjectThermogravimetric analysis
dc.subjectCementitious mortars
dc.subjectChemical shrinkage
dc.subjectControl mixtures
dc.subjectDurability property
dc.subjectMicrostructure properties
dc.subjectNano-silica
dc.subjectThermal efficiency
dc.subjectThermal Performance
dc.subjectPhase change materials
dc.subjectcement (construction material)
dc.subjectcompressive strength
dc.subjectdurability
dc.subjecthydration
dc.subjectmicrostructure
dc.subjectmortar
dc.subjectnanomaterial
dc.subjectperformance assessment
dc.subjectphase transition
dc.subjectsilica
dc.titleInfluence of Integration of Phase Change Materials on Hydration and Microstructure Properties of Nanosilica Admixed Cementitious Mortar

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