The Incipient Failure of Glass Beads and Glass Bead/Epoxy Composites Under Compression as Observed by In Situ X-Ray Micro-Computed Tomography
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-17457-5_7
Reference13 articles.
1. Luo, H., Du, Y., Hu, Z., et al.: High-strain rate compressive behavior of glass beads under confinement. Exp. Mech. 55, 935–950 (2015). https://doi.org/10.1007/S11340-015-9995-2/FIGURES/13
2. Hu, Z., Du, Y., Luo, H., et al.: Internal deformation measurement and force chain characterization of Mason sand under confined compression using incremental digital volume correlation. Exp. Mech. 54, 1575–1586 (2014). https://doi.org/10.1007/S11340-014-9915-X/FIGURES/13
3. Yamamuro, J.A., Bopp, P.A., Lade, P.V.: One-dimensional compression of sands at high pressures. J. Geotech. Eng. 122, 147–154 (1996). https://doi.org/10.1061/(ASCE)0733-9410(1996)122:2(147)
4. Luo, H., Lu, H., Cooper, W.L., Komanduri, R.: Effect of mass density on the compressive behavior of dry sand under confinement at high strain rates. Exp. Mech. 51, 1499–1510 (2011). https://doi.org/10.1007/S11340-011-9475-2/FIGURES/13
5. Zhang, R., Chen, H., Malakooti, S., et al.: Quasi-static and dynamic confined compressive behavior of glass beads by in-situ X-ray micro-computed tomography, p. 12. ASME International Mechanical Engineering Congress and Exposition, Proceedings (IMECE) (2021). https://doi.org/10.1115/IMECE2020-23399
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