Technical Papers
Nov 25, 2021

Test of Dynamic Mechanical Properties of Ambient-Cured Geopolymer Concrete Using Split Hopkinson Pressure Bar

Publication: Journal of Materials in Civil Engineering
Volume 34, Issue 2

Abstract

The application of geopolymer concrete (GPC) in construction could reduce a large amount of carbon dioxide (CO2) emission, which is greatly beneficial to environmental sustainability. Structures made of GPC might be subjected to extreme loading such as impact and blast loads. Therefore, a good understanding of the dynamic properties of GPC is essential to provide reliable predictions of performance of GPC structures subjected to dynamic loading. This study presents an experimental investigation on the dynamic compressive and splitting tensile properties of ambient-cured GPC using split Hopkinson pressure bar (SHPB), with the strain rate up to 161.0  s1 for dynamic compression and 10.3  s1 for dynamic splitting tension. The failure mode and damage progress of GPC specimens, energy absorption, and dynamic increase factor (DIF) were studied. Test results showed that ambient-cured GPC exhibited strain rate sensitivity. The compressive and splitting tensile DIFs increased with the strain rate and the ambient-cured GPC with lower quasi-static compressive strength exhibited higher DIFs under both dynamic compression and splitting tension. Empirical formulas were proposed to predict the DIF of ambient-cured GPC. Furthermore, the specific energy absorption of ambient-cured GPC under dynamic compression increased approximately linearly with the strain rate.

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Data Availability Statement

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

Acknowledgments

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

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 34Issue 2February 2022

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Received: Feb 4, 2021
Accepted: Jun 14, 2021
Published online: Nov 25, 2021
Published in print: Feb 1, 2022
Discussion open until: Apr 25, 2022

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Zhijie Huang [email protected]
Visiting Research Associate, Center for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia; Ph.D. Student, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China. Email: [email protected]
Wensu Chen, M.ASCE [email protected]
Senior Lecturer, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia (corresponding author). 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]
Roland Aurelio [email protected]
Graduate Civil Engineer, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia. 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]
Thong M. Pham [email protected]
Senior Lecturer, Centre for Infrastructural Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin Univ., Perth 6102, Australia. Email: [email protected]

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