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

Author(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)
Medium: journal article
Language(s): English
Published in: Nordic Concrete Research, , n. 2, v. 65
Page(s): 149-169
DOI: 10.2478/ncr-2021-0019
Abstract:

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 cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.2478/ncr-2021-0019.
  • About this
    data sheet
  • Reference-ID
    10705811
  • Published on:
    19/02/2023
  • Last updated on:
    19/02/2023
 
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