Technical Papers
Aug 22, 2022

Influence of Bandgap on the Response of Periodic Metaconcrete Rod Structure under Blast Load

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 11

Abstract

A metamaterial is an engineered material made by embedding engineered cores (heavy cores coated with a soft coating) into a matrix, which generates bandgaps such that stress waves with frequencies falling into the bandgaps can be mitigated. Metaconcrete made by embedding engineered aggregates into a mortar matrix can be used to attenuate stress waves generated by blast loads. This study presents a method for determining the metaconcrete bandgaps and designing a metaconcrete unit cell by using commercially available software to achieve the desired bandgaps. The dispersion relation of metaconcrete unit cells was investigated. With the designed configuration, the performance of metaconcrete rod structures under blast load was studied by using a software simulation. The results demonstrated the effectiveness of the designed unit cell with the selected soft coating and heavy core in mitigating blast-induced elastic and nonlinear inelastic stress-wave propagation. The responses of metaconcrete rod structures with one type of unit cell and grouped two types of unit cells with multiple bandgaps subjected to blast load were also studied. The results show that the grouped unit cells with multiple bandgaps led to better performance in wave mitigation than only one type of unit cell in the example metaconcrete rod structure.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors are grateful for the financial support from the Australian Research Council (ARC) via Laureate Fellowship FL180100196.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 11November 2022

History

Received: Nov 5, 2021
Accepted: Feb 25, 2022
Published online: Aug 22, 2022
Published in print: Nov 1, 2022
Discussion open until: Jan 22, 2023

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School of Civil Engineering, Tianjin Univ., Tianjin 300072, China. ORCID: https://orcid.org/0000-0002-3495-7076. Email: [email protected]
Hong Hao, F.ASCE [email protected]
John Curtin Distinguished Professor, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia. Email: [email protected]
Wensu Chen, M.ASCE [email protected]
Associate Professor, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia (corresponding author). Email: [email protected]
Ph.D. Student, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia. Email: [email protected]

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