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Numerical Modelling of Heat Transport in Freezing Mortars with an External Liquid Reservoir

Auteur(s): (Ph.D. Student, DTU Civil Engineering , Technical University of Denmark , Brovej Building 118, 2800 Kgs . Lyngby , Denmark)
(Industrial Ph.D. student, Danish Road Directorate and DTU Civil Engineering , Technical University of Denmark , Guldalderen 12, 2640 Hedehusene , Denmark)
(Associate Professor, DTU Civil Engineering , Technical University of Denmark , Brovej Building 118, 2800 Kgs . Lyngby , Denmark)
Médium: article de revue
Langue(s): anglais
Publié dans: Nordic Concrete Research, , n. 2, v. 65
Page(s): 149-169
DOI: 10.2478/ncr-2021-0019
Abstrait:

Several studies indicate that the temperature distribution in concrete may affect the extent of frost scaling. This study presents a numerical model that describes the thermal response of freezing mortars in the presence of an external liquid reservoir, where the external liquid is either pure water or 3% sodium chloride solution. The phase transformation of supercooled external liquid is modelled in two stages: quick freezing, when the supercooled liquid starts to form crystals and slow freezing. The model is developed in two parts. In part I, the focus is the modelling of external liquid, and therefore a non-porous body with an external liquid reservoir is modelled and validated. In part II, the model developed in part I is developed further for a porous body containing different phases, i.e., unfrozen liquid and ice, in the pores. A comparison of simulated and experimentally measured temperature distributions shows a good agreement.

Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.2478/ncr-2021-0019.
  • Informations
    sur cette fiche
  • Reference-ID
    10705811
  • Publié(e) le:
    19.02.2023
  • Modifié(e) le:
    19.02.2023
 
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