Technical Papers
Mar 27, 2023

Dynamic Behavior of a New Type of Coral Aggregate Concrete: Experimental and Numerical Investigation

Publication: Journal of Materials in Civil Engineering
Volume 35, Issue 6

Abstract

Split Hopkinson pressure bar (SHPB) with 75-mm diameter is used to conduct dynamic impact compression tests on different strength grades of basic magnesium sulfate cement-coral aggregate concrete (BMSC-CAC). The failure process of BMSC-CAC under dynamic impact compression is simulated using the finite element software LS-DYNA and a three-dimensional random aggregate mesoscopic model. The results show that BMSC-CAC has a significant strain rate effect, and the dynamic impact strength increases as the strain rate increases. Because of the high toughness of BMSC, BMSC-CAC has higher energy absorption than coral aggregate seawater concrete (CASC) and sisal fiber coral aggregate seawater concrete (SFCASC). The LS-DYNA software is used for the numerical simulation of the mesoscale dynamic impact compression. The relative error of the peak stress and strain between the test and simulation results is small. Analysis of the failure process indicates that the damage extent of the aggregate increases, and the failure time decreases with an increase in the strain rate.

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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 gratefully acknowledge the financial support of the key projects of the National Science Foundation of China (Grant No. 52078250), the National Nature Science Foundation of China (Grant Nos. 11832013 and 51878350), and the Postgraduate Research & Practice Innovation Program of Jiangsu Province (Grant No. KYCX21_0236).

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 35Issue 6June 2023

History

Received: May 3, 2022
Accepted: Oct 4, 2022
Published online: Mar 27, 2023
Published in print: Jun 1, 2023
Discussion open until: Aug 27, 2023

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Graduate Research Assistant, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China. Email: [email protected]
Jinhua Zhang [email protected]
Professor, School of Civil Engineering, Southeast Univ., Nanjing, Jiangsu 210096, China (corresponding author). Email: [email protected]
Associate Professor, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China. Email: [email protected]
Professor, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China. Email: [email protected]
Graduate Research Assistant, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China. Email: [email protected]
Wenliang Han [email protected]
Graduate Student, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China. Email: [email protected]
Graduate Student, Dept. of Civil and Airport Engineering, Nanjing Univ. of Aeronautics and Astronautics, Nanjing, Jiangsu 210016, China. Email: [email protected]

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