含裂缝动力学的浸入式有限离散元法框架

IF 6.9 1区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY
Lanhao Zhao , Yingtang Di , Linyu Shao , Jia Mao
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引用次数: 0

摘要

水进入是一个当前但具有挑战性的课题,在工程中有许多应用。然而,涉及固体系统接触和破裂动力学的入水问题的研究很少。这项工作提出了一个完整的浸入式有限离散元法(IFDEM)框架,其中包含多相流体动力学、弹性动力学和裂纹萌生和扩展、破碎、碰撞以及由此产生的固体碎屑随机分布的断裂模型。采用固定笛卡尔网格将Navier-Stokes方程控制的流体域离散化,采用改进的直接强迫浸入边界法(IBM)对浸入式剧烈演化的流固界面进行拉格朗日点跟踪。从精确的速度边界条件出发,推导出多相流体与破碎体双向相互作用的公式,满足物理定律,即真正的无散度条件。除了采用多相流中广泛应用的保守水平集(CLS)方法捕获自由水面外,还采用带符号距离函数对水面法向进行校正,以保证守恒和精度。为了处理固体的弹性变形、破碎和接触机理,提出了一种有限离散元法(FDEM),将固体划分为若干有限单元,并在相邻单元中嵌入零厚度连接单元。因此,这种完整的方法可以处理复杂固体系统在入水过程中连续-不连续的整个演化过程,并通过反复求解流固域直至收敛的交错迭代技术增强强耦合。通过对一些基准问题的测试,证明了该求解器的物理准确性和可靠性。进一步的研究表明,先进的框架能够模拟各种情况下的水进入现象,包括动态破裂、多体接触和由此产生的大位移,这也表明了它在工程上的巨大应用潜力。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
An immersed finite-discrete element method (IFDEM) framework for water entry with fracture dynamics
Water entry is a current but challenging topic with numerous applications in engineering. However, little work has been devoted to water entry problems involving contact and fracture dynamics of solid systems. This work presents a complete immersed finite-discrete element method (IFDEM) framework that contains multiphase fluid dynamics, elastodynamics and a fracture model for crack initiation and propagation, fragmentation, collision and the resultant random distribution of solid debris. The fluid domain governed by the Navier-Stokes equations is discretized by fixed Cartesian grid, while the immersed violently evolved fluid-solid interfaces are tracked by a set of Lagrangian points efficiently through the improved direct forcing immersed boundary method (IBM). The formulation of the bidirectional interaction between multiphase fluid and breakable bodies is derived from the exact velocity boundary condition, and the physical law, i.e., the true divergence-free condition could be satisfied. In addition to capturing the free water surface by the conservative level set (CLS) method that has been widely applied in multiphase flow, the surface normal correction is carried out by a signed distance function so that both the conservation and accuracy could be ensured. The finite-discrete element method (FDEM) is developed to handle the elastic deformation, fragmentation and contact mechanism of solid bodies that are divided into finite elements with zero-thickness joint elements embedded in each pair of adjacent elements. Therefore, this complete approach could cope with the entire continuous-discontinuous evolution process of complex solid systems during water entry, and the strong coupling is enhanced through a stagger iterative technique by solving the fluid and solid domain repeatedly until they converge. The present solver is then tested against a number of benchmark problems, which demonstrate the physical accuracy and reliability. Additional investigations are complemented to showcase the capability of the advanced framework to model water entry phenomena across a variety of scenarios involving dynamic fracture, multi-body contact and the resultant large displacement, which also indicate its significant application potential in engineering.
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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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