An immersed multi-material arbitrary Lagrangian–Eulerian finite element method for fluid–structure-interaction problems

IF 6.9 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
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引用次数: 0

Abstract

Fluid–structure-interaction (FSI) phenomena are widely concerned in engineering practice and challenge current numerical methods. In this article, the finite element method is strongly coupled with the multi-material arbitrary Lagrangian–Eulerian (MMALE) method to develop a monolithic FSI method named the immersed multi-material arbitrary Lagrangian–Eulerian finite element method (IALEFEM). By immersing the finite elements in the MMALE computational grid, the fluid–solid interface is directly tracked by the element boundary with accurate normal directions. The fluid–structure-interaction is implicitly implemented by assembling the nodal variables and updating the Lagrangian momentum equation on the MMALE grid. Combining the advantages of both MMALE and FEM with the immersed boundary method, the IALEFEM is effective for solving complicated FSI problems with multi-material fluid flow. A slip fluid–structure-interaction method is also proposed to enhance the computational accuracy in simulating FSI problems with significantly different velocity fields. The accuracy and effectiveness of the IALEFEM are verified and validated by several benchmark numerical examples including the shock-cylinder obstacle interaction, flexible panel deformation induced by shock wave, dam break problem with large structural deformation, water entry of a wedge, fragmentation of a cylinder shell induced by blast, response of elastic plate subjected to spherical near-field explosion and structural damage of open-frame building under blast loading.

流固耦合(FSI)现象是工程实践中广泛关注的问题,也是对现有数值方法的挑战。本文将有限元方法与多材料任意拉格朗日-欧勒(MMALE)方法强耦合,开发出一种名为沉浸式多材料任意拉格朗日-欧勒有限元方法(IALEFEM)的整体 FSI 方法。通过将有限元沉浸在 MMALE 计算网格中,流固界面可由具有精确法线方向的元素边界直接跟踪。通过在 MMALE 网格上组合节点变量和更新拉格朗日动量方程,可以隐式地实现流固相互作用。IALEFEM 结合了 MMALE 和 FEM 与沉浸边界法的优点,可有效解决多材料流体流动的复杂 FSI 问题。此外,还提出了一种滑移流固耦合方法,以提高模拟速度场差异显著的 FSI 问题的计算精度。IALEFEM 的准确性和有效性通过几个基准数值示例得到了验证,这些示例包括冲击-圆筒障碍物相互作用、冲击波诱发的柔性板变形、具有大结构变形的大坝断裂问题、楔形体的进水、爆炸诱发的圆筒壳体破碎、弹性板在球形近场爆炸下的响应以及爆炸荷载下开放式框架结构建筑的结构破坏。
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来源期刊
CiteScore
12.70
自引率
15.30%
发文量
719
审稿时长
44 days
期刊介绍: Computer Methods in Applied Mechanics and Engineering stands as a cornerstone in the realm of computational science and engineering. With a history spanning over five decades, the journal has been a key platform for disseminating papers on advanced mathematical modeling and numerical solutions. Interdisciplinary in nature, these contributions encompass mechanics, mathematics, computer science, and various scientific disciplines. The journal welcomes a broad range of computational methods addressing the simulation, analysis, and design of complex physical problems, making it a vital resource for researchers in the field.
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