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.

Practical Applications

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.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors acknowledge the financial support by the Research Department of Shahrekord University. The thermal tests have been performed in the Central Laboratory of Persian Gulf University, and their support in this project is acknowledged.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 36Issue 5May 2024

History

Received: Oct 23, 2022
Accepted: Oct 23, 2023
Published online: Feb 22, 2024
Published in print: May 1, 2024
Discussion open until: Jul 22, 2024

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Authors

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Alireza Jahangiri [email protected]
Associate Professor, Faculty of Engineering, Shahrekord Univ., Rahbar Blvd., Shahrekord 64165478, Iran (corresponding author). Email: [email protected]
Nushin Forouhi [email protected]
Master’s Student, Faculty of Engineering, Shahrekord Univ., Rahbar Blvd., Shahrekord 64165478, Iran. Email: [email protected]
Ahmad Jamekhorshid [email protected]
Assistant Professor, Faculty of Petroleum, Gas and Petrochemical Engineering, Persian Gulf Univ., Mahini St., Bushehr 75169, Iran. Email: [email protected]
Professor, Dept. of Chemical and Material Engineering, Univ. of Auckland, 20 Symonds St., Auckland 1142, New Zealand. ORCID: https://orcid.org/0000-0001-8921-1215. Email: [email protected]
Associate Professor, Faculty of Engineering, Shahrekord Univ., Rahbar Blvd., Shahrekord 64165478, Iran. ORCID: https://orcid.org/0000-0002-6575-7122. Email: [email protected]

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