One of the contemporary approaches to reduce the damage to cementitious composite resulting from the freeze–thaw effect is the incorporation of phase-change materials (PCM). In this study, the composites were produced adding n-tetradecane, which is a microencapsulated organic PCM, at rates of 0, 2, 4, 6 and 8% of the cement weight. In two different simulations representing the climate conditions of the two distinct regions in Türkiye, its effect on restricting the temperature amplitudes that the composite experienced was determined. It was determined that the PCM, with a working range similar to the temperature range applied to the composite in simulation, was successful in reducing the temperature amplitudes, and the rate and type of the PCM should be chosen with care according to the climate conditions likely to be experienced by the composite when in use. In addition to PCM's thermal properties, its effects on the mechanical properties and consistency results were investigated.
Article navigation
April 2024
Research Article|
January 11 2024
Performance of the phase-change material (PCM) to reduce freeze–thaw effect in cementitious composites Available to Purchase
Fatih Acikök;
Fatih Acikök
PhD candidate, Institute of Science, Hacettepe University, Beytepe, Ankara, Türkiye
Search for other works by this author on:
Mehmet Kemal Ardoğa;
Mehmet Kemal Ardoğa
Researcher, Department of Civil Engineering, Hacettepe University, Ankara, Türkiye
Search for other works by this author on:
Mustafa Şahmaran
Mustafa Şahmaran
Professor, Department of Civil Engineering, Hacettepe University, Ankara, Türkiye (corresponding author: sahmaran@hacettepe.edu.tr)
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
February 20 2023
Accepted:
September 11 2023
Online ISSN: 1751-7605
Print ISSN: 0951-7197
Emerald Publishing Limited: All rights reserved
2023
Advances in Cement Research (2024) 36 (4): 150–163.
Article history
Received:
February 20 2023
Accepted:
September 11 2023
Citation
Acikök F, Ardoğa MK, Şahmaran M (2024), "Performance of the phase-change material (PCM) to reduce freeze–thaw effect in cementitious composites". Advances in Cement Research, Vol. 36 No. 4 pp. 150–163, doi: https://doi.org/10.1680/jadcr.23.00029
Download citation file:
Suggested Reading
Fly ash from modern coal-fired power technologies: chloride ingress and carbonation of concrete
Magazine of Concrete Research (July,2019)
Time–depth dependent chloride diffusion coefficient of self-compacting concrete
Magazine of Concrete Research (February,2024)
Influence of different calcined clays on the water transport performance of concretes
Magazine of Concrete Research (January,2021)
Evolution and damage threshold of pores for natural pumice concrete under freeze–thaw cycles
Magazine of Concrete Research (September,2023)
Mechanical and durability properties of magnesium silicate hydrate binder concrete
Magazine of Concrete Research (March,2019)
Related Chapters
Microstructure, thermal analysis and chloride penetration of self-compacting concrete under different conditions
ICE Themes Self-Compacting Concrete
Durability of self-healing ultra-high-strength reinforced micro-concrete under freeze–thaw or chloride attack
ICE Themes Smart Concrete
A galvanic sensor for monitoring corrosion of steel in carbonated concrete
ICE Themes Smart Concrete
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
