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散粒体介质剪切变形的宏观特征与细观机制 被引量:3
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作者 郑海君 唐珏凌 +1 位作者 潘远阳 魏玉峰 《实验室研究与探索》 CAS 北大核心 2023年第4期27-33,共7页
为了探究散粒体介质在剪切过程中的内部结构变化及细观变形破坏特征,开展了直剪数值模拟试验,对剪切过程中颗粒体系的变形特性进行研究。试验中观察了散粒体内部结构随外荷载的变形响应情况,分析了试样的应力应变及剪胀特征关系。结果表... 为了探究散粒体介质在剪切过程中的内部结构变化及细观变形破坏特征,开展了直剪数值模拟试验,对剪切过程中颗粒体系的变形特性进行研究。试验中观察了散粒体内部结构随外荷载的变形响应情况,分析了试样的应力应变及剪胀特征关系。结果表明:散粒体的剪切变形及破坏是一个累积增长的过程,颗粒试样具有明显的应变软化现象,且在剪切面附近发生局部化塑性变形,同时整体表现出剪胀性;剪切过程中试样的细观组构各向异性与剪应力的变化具有一致性;接触力链网络演化呈现出强力链发育且主要集中于剪切面区域内的规律;颗粒的接触平均配位数整体呈现出减小的规律。 展开更多
关键词 散粒体 离散元单元法 直剪试验 剪切变形 演化规律
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Rock Cutting Analysis Employing Finite and Discrete Element Methods
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作者 Carla Massignani Carrapatoso Carlos Emmanuel Ribeiro Lautenschlager +1 位作者 Guilherme Lima Righetto Sergio Augusto Barreto da Fontoura and Nelson Inoue 《Journal of Mechanics Engineering and Automation》 2016年第2期100-108,共9页
The petroleum industry has shown great interest in the study of drilling optimization on pre-salt formations given the low rates of penetration observed so far. Rate of penetration is the key to economically drill the... The petroleum industry has shown great interest in the study of drilling optimization on pre-salt formations given the low rates of penetration observed so far. Rate of penetration is the key to economically drill the pre-salt carbonate rock. This work presents the results of numerical modeling through finite element method and discrete element method for single cutter drilling in carbonate samples. The work is relevant to understand the mechanics of drill bit-rock interaction while drilling deep wells and the results were validated with experimental data raised under simulated downhole conditions. The numerical models were carried out under different geometrical configurations, varying the cutter chamfer size and back-rake angles. The forces generated on the cutter are translated into mechanical specific energy as this parameter is often used to measure drilling efficiency. Results indicate that the chamfer size does not change significantly the mechanical specific energy values, characteristic. Results also show there is a significant increase although the cutter aggressiveness is influenced by this geometrical in drilling resistance for larger values of back-rake angle. 展开更多
关键词 Rock cutting discrete element method finite element method single cutter test.
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