Simulation Analysis of Temperature Field and Stress Field of Mass Concrete Under Different Construction Temperatures
Author(s): |
Kaibo Yang
Wei Zhang Renshan Chen Meidong Duan Haonan Shangguan |
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Medium: | journal article |
Language(s): | English |
Published in: | Buildings, 21 January 2025, n. 3, v. 15 |
Page(s): | 370 |
DOI: | 10.3390/buildings15030370 |
Abstract: |
In this study, the finite element analysis software MIDAS FEA NX was used to simulate and analyze the concrete, and the temperature regulation effect of phase change materials in concrete and its influence on crack resistance was discussed. A 1/8 concrete specimen model was constructed, and different ambient temperatures (5 °C to 35 °C) and concrete material parameters were set. Through simulation, it is found that phase change materials can effectively absorb environmental heat, maintain the temperature stability of concrete structures, and reduce the internal temperature peak. In addition, the addition of phase change materials can also reduce the temperature difference between the inside and outside of concrete, relieve the internal stress and improve the crack resistance of concrete. The results show that under different construction temperatures, the phase change concrete can quickly achieve the consistency of internal and external temperature and stress, reduce the cracking problem, and show good temperature regulation and crack resistance. |
Copyright: | © 2025 by the authors; licensee MDPI, Basel, Switzerland. |
License: | This creative work has been published under the Creative Commons Attribution 4.0 International (CC-BY 4.0) license which allows copying, and redistribution as well as adaptation of the original work provided appropriate credit is given to the original author and the conditions of the license are met. |
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data sheet - Reference-ID
10815917 - Published on:
03/02/2025 - Last updated on:
03/02/2025