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Morphological Response of Clogging Arches to Gentle Vibration

机译:堵塞拱门对温柔振动的形态反应

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We report experiments on the vibration-induced unclogging process in a silo. Arches blocking the orifice are perturbed by a gentle vibration intensity (below the fluidization limit). We explore how the endurance and the morphology of arches are affected by the applied perturbation. By performing a survival analysis of the breaking times we characterize the stability of arches. We use two geometrical variables to describe the arch morphology at two instants: when vibration starts and right before the collapse. Regardless of the morphological descriptor, it is confirmed that the arches that are initially more irregular are more unstable, but even so, it should not be taken for granted that the initial configuration unequivocally determines the endurance of any particular clog. Furthermore, the final configurations reveal that there exists a maximum degree of irregularity that the arches can withstand (before the collapse occurs), which is independent of the shaking strength.
机译:我们在筒仓中报告了振动引起的解除刻录过程的实验。 阻挡孔口的拱门通过温和的振动强度(流化限制下方)扰乱。 我们探讨拱门的耐力和形态受应用的扰动的影响。 通过对破碎时间进行生存分析,我们表征了拱门的稳定性。 我们使用两个几何变量来描述两个瞬间的拱形形态:当振动在崩溃之前开始。 无论形态描述符如何,都证实最初不规则的拱门更不稳定,但即便如此,不应被认为是初始配置明确地确定了任何特定CLOG的耐久性。 此外,最终配置揭示了存在最大程度的不规则程度,即拱门可以承受(在发生坍塌之前),这与摇动强度无关。

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