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Simulating the dynamic behavior and energy consumption characteristics of frozen sandy soil under impact loading

机译:冲击荷载作用下冻土的动力特性与能耗特性模拟

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The dynamic mechanical properties of frozen sandy soil (initial moisture content of 20%) are investigated using a 30-mm-diameter split Hopkinson pressure bar system. The results demonstrate that the dynamic compressive strength and final strain increase with the strain rate, while the dynamic compressive strength decreases with increasing freezing temperature. To characterize the energy consumption properties of frozen sandy soil under impact loading, the relationship between the energy density and experimental variables is studied and energy consumption regimes are analyzed. Finally, a constitutive model is developed for predicting the dynamic strength and damage of frozen sandy soil subjected to impact loading. The proposed model is based on the continuum fracture mechanics of microcrack nucleation, growth, and coalescence in order to formulate the evolution of damage. The results reveal that the model effectively describes the relationships between the stress and strain of frozen sandy soil.
机译:使用直径为30毫米的霍普金森分压式压力棒系统研究了冻土(初始含水量为20%)的动态力学性能。结果表明,动态抗压强度和最终应变随着应变速率的增加而增加,而动态抗压强度则随着冷冻温度的升高而降低。为了表征冻土在冲击载荷下的能量消耗特性,研究了能量密度与实验变量之间的关系,并分析了能量消耗规律。最后,建立了本构模型,用于预测冻土在冲击荷载作用下的动态强度和破坏。提出的模型基于微裂纹成核,生长和聚结的连续断裂力学,以阐明损伤的演化。结果表明,该模型有效地描述了冻土的应力与应变之间的关系。

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