Reliability Analysis of Freeze–Thaw Damage of Recycled Ceramic Powder Concrete
Publication: Journal of Materials in Civil Engineering
Volume 32, Issue 9
Abstract
In order to improve the recycling efficiency of waste ceramic powder, the effect of ceramic powder on the freeze–thaw resistance of recycled concrete under different substitution rates is studied in view of the poor frost resistance of recycled concrete. Six groups of mixtures with ceramic powder substitution rates of 0%, 10%, 20%, 30%, 40%, and 50% are designed. Before the test, the porosity distribution, porosity, and permeability of each group of specimens are calculated based on the principle of nuclear magnetic resonance (NMR), and the relationship between porosity and permeability of recycled concrete with ceramic powder is established by MATLAB. After a round of freeze–thaw cycle, the mass loss rate and relative dynamic modulus of each group of specimens are measured. Based on the Palmgren theory, the reliability calculation model of freeze–thaw damage is established, and the residual life of each group of specimens is predicted. The results show that the dynamic modulus of elasticity decreases, and the mass loss rate first increases and then decreases. When the replacement rate of ceramic powder is 20%, the porosity and permeability of recycled concrete with ceramic powder are the smallest, and the freeze–thaw cycle resistance is the strongest. In addition, the reliability calculation model of freeze–thaw damage based on the Palmgren model has high reliability, which can directly reflect the relationship between the reliability of recycled ceramic powder concrete and freeze–thaw cycle and can be well applied in practical application.
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Data Availability Statement
The following data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions (e.g., anonymized data).
Hence, all the original data of Figs. 1–6 and Tables 1–6 in the manuscript are proprietary and confidential. In addition, there are no restrictions.
Acknowledgments
The authors would like to acknowledge the National Natural Science Foundation of China (51468039, 51868044) scheme, and Lanzhou University of Technology, which collectively funded this project.
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Published In
Journal of Materials in Civil Engineering
Volume 32 • Issue 9 • September 2020
Copyright
© 2020 American Society of Civil Engineers.
History
Received: Apr 18, 2019
Accepted: Mar 11, 2020
Published online: Jul 6, 2020
Published in print: Sep 1, 2020
Discussion open until: Dec 6, 2020
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