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Performance Evaluation of Concrete Containing Fatty Acids as a Medium of Thermal Energy Storage.

Authors :
Jahangiri, Alireza
Forouhi, Nushin
Jamekhorshid, Ahmad
Farid, Mohammed Mehdi
Kamgar, Reza
Source :
Journal of Materials in Civil Engineering. May2024, Vol. 36 Issue 5, p1-8. 8p.
Publication Year :
2024

Abstract

This paper aims to study the influence of novel macro encapsulated phase change materials (PCMs) on the mechanical and thermal properties of concretes. Thermal energy storage aggregates (TESAs) were prepared using vacuum impregnation. The PCMs were a lauric-myristic acid (LA-MA) eutectic mixture and coconut oil, pure or mixed, and are impregnated in diatomite as a supporting material. Thermal energy storage concrete (TESC) was made by replacing gravel in ordinary concrete with TESAs. Thermal and mechanical properties of prepared TESC were studied using differential scanning calorimetry, thermogravimetric analysis, Fourier transform infrared spectroscopy, compressive strength, and thermal performance analysis. The results showed that the melting temperature of coconut oil and the eutectic mixture of LA-MA were 25.2°C and 34.5°C, respectively. TESC with 80 wt.% of gravel replaced with TESA had a compressive strength of higher than 17 MPa, which indicates its usability as structural concrete. The results of thermal performance analysis also revealed that prepared TESC had the capability of storing thermal energy and can reduce energy consumption by damping temperature fluctuations caused by the outside environment. In this paper, a thermal energy storage concrete (TESC) was prepared by embedding phase change materials (PCMs) in diatomite used in TESC. Using this type of concrete in the building will reduce the energy consumption of the building and increase its thermal comfort. The produced concrete containing 80 wt.% of gravel replaced with diatomite saturated with PCM had a desirable 28-day cylindrical sample strength of 21 MPa. In the designed thermal test, the time required for this concrete to reach 40°C is almost twice that of concrete without PCM. The results show a reduction of the influence of outside temperature on the temperature inside the buildings made with this type of concrete. [ABSTRACT FROM AUTHOR]

Details

Language :
English
ISSN :
08991561
Volume :
36
Issue :
5
Database :
Academic Search Index
Journal :
Journal of Materials in Civil Engineering
Publication Type :
Academic Journal
Accession number :
176073537
Full Text :
https://doi.org/10.1061/JMCEE7.MTENG-15773