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Consolidation Response of Brittle Particulate Materials to Shock Loading

机译:脆性颗粒材料对冲击负荷的整合响应

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A series of compaction experiments at low (quasi-static) and high strain rates were performed on three distinct morphology CeO_2 powders. Characterization of the as-received powders revealed a wide range in particle size, shape, surface features, and particle configurations. Microstructural features are related to measureable variations in the compaction response for the powders under quasi-static loading. Specifically, factors affecting particle rearrangement during the initial stages of compaction were found to have the strongest influence on the low strain rate compaction response. Particle morphology was observed to have a reduced influence during dynamic impact loading, and all three distinct morphology powders were found to display similar compaction responses. For the CeO_2 powders investigated, it is believed that total compact porosity and/or particle strength are the factor(s) dominating the dynamic consolidation response in the incomplete compaction region.
机译:在三种不同的形态CeO_2粉末中进行低(准静态)和高应变率的一系列压实实验。接收粉末的表征揭示了粒度,形状,表面特征和颗粒配置的宽范围。微观结构特征与准静态负载下粉末的压实响应的可测量变化有关。具体地,发现在压实初始阶段期间影响粒子重排的因素对低应变率压实响应具有最强的影响。观察到颗粒形态在动态冲击载荷期间具有降低的影响,并且发现所有三种不同的形态粉末显示出类似的压实反应。对于所研究的CEO_2粉末,据信总紧凑的孔隙率和/或粒度是主导不完全压实区域中的动态固结响应的因素。

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