Numerical Analysis of Impact Compression Failure and Dynamic Mechanical Behavior of Lightweight Aggregate Concrete at Low Temperatures
Author:
Affiliation:
1. Applied Mechanics and Structure Safety Key Laboratory of Sichuan Province, School of Mechanics and Aerospace Engineering, Southwest Jiaotong University, Chengdu 610031, China.
Publisher
Japan Concrete Institute
Subject
General Materials Science,Building and Construction
Link
https://www.jstage.jst.go.jp/article/jact/21/10/21_821/_pdf
Reference43 articles.
1. 1) Bischoff, P. H. and Perry, S. H., (1991). “Compressive behaviour of concrete at high strain rates.” Materials and Structures, 24, 425-450.
2. 2) Chen, G., (2007). “Mesoscopic simulation of mechanical properties for lightweight aggregate concrete.” Thesis (Master’s). Dalian University of Technology, Dalian, China. (in Chinese)
3. 3) Cui, H., Lo, T. and Memon, S., (2012). “Effect of lightweight aggregates on the mechanical properties and brittleness of lightweight aggregate concrete.” Construction and Building Materials, 35, 149-158.
4. 4) Du, Y., Qi, H. H., Jiang, J. and Richard, J. Y., (2021). “Experimental study on the dynamic behaviour of expanded-shale lightweight concrete at high strain rate.” Materials and Structures, 55(1), 1-17.
5. 5) Gong, F. Q., Si, X. F., Li, X. B. and Wang, S. Y., (2019). “Dynamic triaxial compression tests on sandstone at high strain rates and low confining pressures with split Hopkinson pressure bar.” International Journal of Rock Mechanics and Mining Sciences, 113, 211-219.
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