Research on the Dynamic Response and Failure Characteristics of Concrete-Granite Specimens with Varied Interface Roughness
Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 2
Abstract
The split Hopkinson pressure bar (SHPB) was used to carry out impact compression test on the concrete, granite, and concrete-granite combined samples with different interface roughness. The effect of interface roughness on stress wave propagation was studied, which was the result of competition between the strengthening effect of interface bonding force on the transmission ability of stress wave and the weakening effect of rough fluctuation on stress wave propagation. The failure mode of components in the concrete, granite, and combined samples were compared and analyzed; the failure patterns of concrete components were mainly massive, granular, or even powdery, and the rock components existing in combined form were mostly split along the groove position of the interface. After analyzing the crushing characteristics and energy dissipation characteristics of samples, the energy absorption characteristics of the two components in combination and the influence of roughness on the mechanical characteristics of the composite were explored based on the difference in the block characteristics of the concrete, granite, and the composite.
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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 financial support of the National Natural Science Foundation of China (No. 41941019), Department of Science and Technology of Shaanxi Province (No. 2021TD-55), Natural Science Foundation of Shaanxi Province (2020JQ-373), and the Fundamental Research Funds for the Central Universities, CHD (No. 300102261101).
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Published In
Journal of Materials in Civil Engineering
Volume 35 • Issue 2 • February 2023
Copyright
© 2022 American Society of Civil Engineers.
History
Received: Jan 19, 2022
Accepted: May 6, 2022
Published online: Nov 23, 2022
Published in print: Feb 1, 2023
Discussion open until: Apr 23, 2023
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