三维破碎波及其与垂直圆柱相互作用的数值模拟

IF 3.4 3区 工程技术 Q1 MECHANICS
Zhihua Xie , Lin Lu (吕林) , Thorsten Stoesser , Jian-guo Lin (林建国) , Dimitrios Pavlidis , Pablo Salinas , Christopher C. Pain , Omar K. Matar
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引用次数: 11

摘要

波浪破碎在波-结构相互作用中起着重要作用。本文采用一种新颖的控制体积有限元方法,采用自适应非结构化网格对三维破碎波进行了研究。数值框架包括用于界面捕获的“流体体积”型方法和用于提高计算效率的自适应非结构化网格。将数值模型与坡上破碎波的实验测量结果进行对比验证,并用于研究破碎波对坡上垂直圆柱的冲击。仿真结果显示了波浪冲击过程中射流形成和飞溅等复杂界面结构的细节,验证了该方法的可行性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Numerical simulation of three-dimensional breaking waves and its interaction with a vertical circular cylinder

Wave breaking plays an important role in wave-structure interaction. A novel control volume finite element method with adaptive unstructured meshes is employed here to study 3-D breaking waves. The numerical framework consists of a “volume of fluid” type method for the interface capturing and adaptive unstructured meshes to improve computational efficiency. The numerical model is validated against experimental measurements of breaking wave over a sloping beach and is then used to study the breaking wave impact on a vertical circular cylinder on a slope. Detailed complex interfacial structures during wave impact, such as plunging jet formation and splash-up are captured in the simulation, demonstrating the capability of the present method.

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CiteScore
5.90
自引率
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1240
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