An Experimental Investigation on Thermal Properties of immature Concrete

dc.contributor.authorMataraarachchi, AIGK
dc.contributor.authorSayanthan, R
dc.contributor.authorNanayakkara, SMA
dc.date.accessioned2015-12-29T09:58:21Z
dc.date.available2015-12-29T09:58:21Z
dc.date.issued2015-12-29
dc.description.abstractAbstract: Since the heat of hydration of cement is highly temperature dependent, variation of thermal properties of concrete at early ages is essential to predict the temperature rise and distribution due to heat of hydration of cement in concrete. Experimental investigation was carried out to obtain the temperature response of fresh concrete sample of 150mm cube with time under known thermal boundary condition. The specific heat capacity of fresh concrete was estimated based on the specific heat capacities of cement and products of cement hydration using Dulong – Petit Rule (DPR) and Neumann– Kopp Rule (NKR). The thermal conductivity (λ) was determined by fitting the temperature response curve of the cube with the temperature history predicted by transient heat conduction analysis based on the estimated specific heat capacity of concrete using ANSYS software. Tests were conducted for concrete at early age, i.e. from one hour to 1 day, for several mix proportions. It was found that thermal conductivity increases rapidly within the first 5 to 12 hours and reached a constant value which depends on the mix proportion.en_US
dc.identifier.conference6th International Conference on Structural Engineering and Construction Management 2015en_US
dc.identifier.departmentDepartment of Engineeringen_US
dc.identifier.emailgeethkumara@gmail.comen_US
dc.identifier.facultyEngineeringen_US
dc.identifier.pgnos7en_US
dc.identifier.placeKandy, Sri Lankaen_US
dc.identifier.urihttp://dl.lib.mrt.ac.lk/handle/123/11552
dc.identifier.year2015en_US
dc.language.isoenen_US
dc.subjectthermal conductivity, specific heat capacity, early age concrete, transient heat conduction analysisen_US
dc.titleAn Experimental Investigation on Thermal Properties of immature Concreteen_US
dc.typeConference-Full-texten_US

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