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Application of the Modified Force-Coupling Method of Tracing the Trajectories of Spherical Bubbles with Solid-Like and Slip Surfaces 被引量:1
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作者 Chao Guan Shinichiro Yanase +2 位作者 Koji Matsuura Toshinori Kouchi Yasunori Nagata 《Open Journal of Fluid Dynamics》 2017年第4期657-672,共16页
The force-coupling method (FCM) developed by Maxey and Patel (2001) was modified and applied to trace the trajectories of spherical bubbles with solid-like and slip surfaces. Careful comparison was made to the experim... The force-coupling method (FCM) developed by Maxey and Patel (2001) was modified and applied to trace the trajectories of spherical bubbles with solid-like and slip surfaces. Careful comparison was made to the experimental results of Takemura et al. (2000, 2002a, 2002b). First, the result obtained by use of the original version of the FCM was compared to the experimental results. It was found that the original FCM was not feasible for tracing spherical bubble trajectories. Then, a correction was made to the FCM calculation of the bubble velocity by renormalization in terms of the bubble Reynolds number, which could very well trace the trajectory of the bubble with a solid-like, no-slip surface, but not that of a bubble with a slip surface. Finally, a substantial correction was made to the monopole term of the FCM, which could trace the trajectory of a bubble with a solid-like or slip surface very well even for the Reynolds number up to 20. 展开更多
关键词 force-coupling method Vertical Wall SPHERICAL BUBBLE MULTIPHASE Flow
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Numerical Study of the Lift Force, Velocities and Pressure Distribution of a Single Air Bubble and Two Interacting Air Bubbles Rising in Quiescent Liquid
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作者 Chao Guan Shinichiro Yanase +2 位作者 Koji Matsuura Toshinori Kouchi Yasunori Nagata 《Open Journal of Fluid Dynamics》 2020年第1期31-51,共21页
The study of multiphase flow consisting of liquid and air bubbles has been attracting the interest of many researchers. Numerical methods for such a system are, however, facing difficulty in numerical accuracy and a h... The study of multiphase flow consisting of liquid and air bubbles has been attracting the interest of many researchers. Numerical methods for such a system are, however, facing difficulty in numerical accuracy and a heavy computational load. In this paper, we made corrections to the modified force-coupling method in our previous papers and applied it to the numerical studies of a single air bubble rising near a vertical wall and two interacting air bubbles rising in line in quiescent liquid. Corrections were made to the effective ranges of the force-coupling method. The calculation results showed that the lift force acting on an air bubble obtained by the experimental data was more accurately reproduced than those by our previous method. We accurately calculated the time evolution of the velocities of interacting two air bubbles rising in line obtained in the previous experiments and resolved the physical mechanism of the relative movement of two bubbles. We also found the present method is much quicker and needs much smaller memory capacity than other methods, such as the volume of fluid method. 展开更多
关键词 force-coupling method MULTIPHASE Flow BUBBLE Motion Two BUBBLE Interaction
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考虑轮胎力耦合约束的智能汽车轨迹跟踪控制算法 被引量:3
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作者 孙浩 杜煜 丁建文 《中国惯性技术学报》 EI CSCD 北大核心 2019年第6期804-810,共7页
针对在低附着变速工况下,忽略纵、侧向轮胎力耦合约束可能导致轨迹跟踪时车辆失稳问题,提出了一种模型预测控制框架下的考虑轮胎力耦合约束的车辆轨迹跟踪控制方法。首先,通过摩擦圆假设建立纵、侧向轮胎力的耦合关系,并推导与之等效的... 针对在低附着变速工况下,忽略纵、侧向轮胎力耦合约束可能导致轨迹跟踪时车辆失稳问题,提出了一种模型预测控制框架下的考虑轮胎力耦合约束的车辆轨迹跟踪控制方法。首先,通过摩擦圆假设建立纵、侧向轮胎力的耦合关系,并推导与之等效的输入量边界约束,将该问题转化为约束二次规划问题;其次,提出了一种基于交叉方向乘子法的数值求解构型,降低了求解约束优化问题时Karush-Kuhn-Tucker方程的维数,实现了求解加速。仿真结果表明,在低附着变速工况下,所提出的算法能够实现最大0.166 m误差的稳定跟踪;同时数值求解过程最多仅需8次迭代,增强了控制过程的实时性。 展开更多
关键词 智能汽车 轨迹跟踪 轮胎力耦合 模型预测控制 交叉方向乘子法
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面板堆石坝三维耦合非线性数值计算 被引量:1
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作者 张社荣 何辉 《天津大学学报(自然科学与工程技术版)》 EI CAS CSCD 北大核心 2004年第10期886-890,共5页
基于发展的堆石料的静动力耦合模型,提出一种可以在加载过程中每一时步进行外荷载和位移的平衡迭代的三维有限元分析方法,一次性完成堆石坝的施工、蓄水、地震等渐近加载过程的数值仿真模拟.应用该方法对公伯峡面板堆石坝进行全过程的... 基于发展的堆石料的静动力耦合模型,提出一种可以在加载过程中每一时步进行外荷载和位移的平衡迭代的三维有限元分析方法,一次性完成堆石坝的施工、蓄水、地震等渐近加载过程的数值仿真模拟.应用该方法对公伯峡面板堆石坝进行全过程的数值计算,得到坝体最大沉降为98.7cm,面板峰值动拉应力为5.36MPa;进一步说明计算得到的坝体静动态响应更接近实际情况. 展开更多
关键词 公伯峡 面板堆石坝 静动力耦合 有限元法
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