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Article

Finite Element Simulation of Fracture Behavior of Cordierite–Belite Core–Shell Lightweight Aggregate Concrete

School of Materials and Chemistry, Southwest University of Science and Technology, Mianyang 621010, China
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Author to whom correspondence should be addressed.
Buildings 2024, 14(12), 3899; https://doi.org/10.3390/buildings14123899
Submission received: 12 November 2024 / Revised: 1 December 2024 / Accepted: 3 December 2024 / Published: 5 December 2024
(This article belongs to the Section Building Structures)

Abstract

The cordierite–belite core-shell lightweight aggregate (CSLWA) effectively improves the performance of the interfacial transition zone (ITZ) in lightweight aggregate concrete; however, the underlying fracture behavior still needs to be revealed. This study characterized the reinforced mechanical properties of ITZ by CSLWA through nanoindentation and interfacial fracture tests and the reinforcement mechanism was further explained using finite element analysis. The results showed that the continuous hydration of the belite shell of CSLWA enhanced the yield stress and improved the failure strain during fracture. Energy dissipation was observed during the fracture of CSLWA concrete, improving the brittleness of the lightweight aggregate concrete. Finite element analysis showed that the core strength of CSLWA changed the energy dissipation model and affected the toughness of CSLWA concrete, and a suitable composition of 6:4 was proposed for the “cordierite–anorthite” core constitution in CSLWA depending on the strength order between the cement matrix and core of the CSLWA.
Keywords: lightweight aggregate concrete; interface transition zone; finite element simulation; crack propagation lightweight aggregate concrete; interface transition zone; finite element simulation; crack propagation

Share and Cite

MDPI and ACS Style

Hu, G.; Zhong, H.; Wang, W.; Huang, Y.; Gu, T.; Zhang, G.; Luo, X.; Liu, L.; Zhang, L. Finite Element Simulation of Fracture Behavior of Cordierite–Belite Core–Shell Lightweight Aggregate Concrete. Buildings 2024, 14, 3899. https://doi.org/10.3390/buildings14123899

AMA Style

Hu G, Zhong H, Wang W, Huang Y, Gu T, Zhang G, Luo X, Liu L, Zhang L. Finite Element Simulation of Fracture Behavior of Cordierite–Belite Core–Shell Lightweight Aggregate Concrete. Buildings. 2024; 14(12):3899. https://doi.org/10.3390/buildings14123899

Chicago/Turabian Style

Hu, Guang, Haoxuan Zhong, Weilong Wang, Yanling Huang, Tao Gu, Gaoyin Zhang, Xu Luo, Laibao Liu, and Lihua Zhang. 2024. "Finite Element Simulation of Fracture Behavior of Cordierite–Belite Core–Shell Lightweight Aggregate Concrete" Buildings 14, no. 12: 3899. https://doi.org/10.3390/buildings14123899

APA Style

Hu, G., Zhong, H., Wang, W., Huang, Y., Gu, T., Zhang, G., Luo, X., Liu, L., & Zhang, L. (2024). Finite Element Simulation of Fracture Behavior of Cordierite–Belite Core–Shell Lightweight Aggregate Concrete. Buildings, 14(12), 3899. https://doi.org/10.3390/buildings14123899

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