Dynamic Response of Concrete Subjected to High Rate of Loading: a Parametric Study
Author:
Publisher
Allerton Press
Subject
General Physics and Astronomy,Mechanics of Materials
Link
https://link.springer.com/content/pdf/10.3103/S0025654423600915.pdf
Reference26 articles.
1. Y. Hao and H. Hao, “Dynamic compressive behaviour of spiral steel fibre reinforced concrete in split Hopkinson pressure bar tests,” Constr. Build. Mater. 48, 521–532 (2013). https://doi.org/10.1016/j.conbuildmat.2013.07.022
2. Kamran and M. A. Iqbal, “The ballistic evaluation of plain, reinforced and reinforced–prestressed concrete,” Thin-Walled Struct. 179, 109707 (2022).https://doi.org/10.1016/j.tws.2022.109707
3. W. W. Chen and B. Song, Split Hopkinson (Kolsky) Bar: Design, Testing and Applications (Springer Science & Business Media, 2010).
4. T. J. Holmquist and G. R. Johnson, “A computational constitutive model for glass subjected to large strains, high strain rates and high pressures,” ASME J. Appl. Mech. 78 (5), 051003 (2011). https://doi.org/10.1115/1.4004326
5. W. Riedel, Beton unter Dynamischen Lasten: Meso- und Makromechanische Modelle und ihre Parameter (Fraunhofer IRB Verlag, Stuttgart, 2004).
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2. Development of Tensile Split Hopkinson Pressure Bar Technique for Studying the Dynamic Behaviour of Metals;Mechanics of Solids;2023-12
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