Relationship between Compressive Strength and Pore Structure of Hybrid Fiber-Reinforced Concrete Subjected to Carbonation
Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 11
Abstract
In order to study the relationship between the compressive strength and pore structure of carbonized concrete, normal concrete (NC), basalt-polypropylene hybrid fiber-reinforced concrete (BPC), and steel-polypropylene hybrid fiber-reinforced concrete (SPC) were prepared. The compressive strength and pore structure of concrete with carbonation ages of 0, 7, 14, 28, and 56 days were tested, and the empirical formulas of total air content–compressive strength were obtained. The results show that the compressive strength can be well predicted from the total air content of concrete through all the empirical formulas of linear, logarithmic, exponential, and power functions. The formulas of air content in specific pore size range and compressive strength of concrete were obtained. The air content of both small and medium pores has a strong negative linear correlation with compressive strength. The applicability of the two formulas is good. Most of the theoretical and measured values deviate within . The air content–compressive strength model based on specific pore size range is more accurate than the total air content–compressive strength model. By summarizing a large number of literature data and analyzing the measured data, this study obtained widely applicable compressive strength–air content relationship formulas, which is of great significance to the compressive strength prediction of normal concrete and hybrid fiber-reinforced concrete.
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Data Availability Statement
All data, models, and code generated or used during the study appear in the published article.
Acknowledgments
The authors would like to acknowledge the National Key Research and Development Project of China (2016YFC0700801-1), and Scientific Research Fund of Liaoning Provincial Education Department (LT2020007).
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Journal of Materials in Civil Engineering
Volume 35 • Issue 11 • November 2023
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© 2023 American Society of Civil Engineers.
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Received: Nov 8, 2022
Accepted: Mar 29, 2023
Published online: Aug 22, 2023
Published in print: Nov 1, 2023
Discussion open until: Jan 22, 2024
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