基于各向异性拉格朗日核的大应变弹塑性全拉格朗日光滑粒子流体力学

IF 4.1 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Engineering Analysis with Boundary Elements Pub Date : 2025-04-01 Epub Date: 2025-02-18 DOI:10.1016/j.enganabound.2025.106173
Jin-Woo Kim, Eung Soo Kim
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引用次数: 0

摘要

光滑粒子流体动力学(SPH)的通用工业应用的主要特点是数值精度和稳定性,计算效率和易于实现。为了满足这些要求,本研究提出了一种在全拉格朗日SPH (TLSPH)框架内处理大应变弹塑性的简单算法。在精度和稳定性方面,SPH中的全拉格朗日公式完全消除了与使用欧拉核函数相关的拉伸不稳定性。本研究采用基于乘法的超弹塑性模型,使模型可以从纯弹性到弹塑性的结构变形。结构分析中有效模拟的常用策略是利用非均匀粒子间距的预定义局部分辨率细化。然而,在TLSPH框架下,该策略的数值精度和效率没有得到充分的研究。为了在存在非均匀间距的情况下保持适当数量的相邻粒子,在SPH近似中加入了各向异性核及其导数。除了其固有的稳定性之外,TLSPH还可以以最小的计算负荷为多分辨率实现提供极大的便利,因为每次推进时都不需要重复的内核计算。通过多个基准测试,验证了不同初始粒子分布下提出的TLSPH模型的准确性和鲁棒性,同时降低了计算量。
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Total Lagrangian smoothed particle hydrodynamics for large-strain elastoplasticity with particle resolution refinement using an anisotropic Lagrangian kernel
Key features for the versatile industrial applications of smoothed particle hydrodynamics (SPH) are numerical accuracy and stability, computational efficiency, and ease of implementation. To meet these requirements, this study presents a straightforward algorithm to treat large-strain elastoplasticity within Total Lagrangian SPH (TLSPH) framework. In terms of accuracy and stability, the total Lagrangian formulation in SPH completely eliminates tensile instability related to the use of Eulerian kernel functions. This study adopts a multiplicative hyperelastic-based plasticity model, enabling the model to treat from purely elastic to elastoplastic structural deformations. A common strategy of efficient simulations in structural analysis is utilizing predefined local resolution refinement with non-uniform particle spacing. However, within TLSPH framework, numerical accuracy and efficiency of this strategy were not investigated sufficiently. To maintain a proper number of neighboring particles in the presence of non-uniform spacing, an anisotropic kernel and its derivatives are incorporated in SPH approximations. Beyond its inherent stability, TLSPH can offer great convenience for the multi-resolution implementation with minimized computational load, as repeated kernel computations at each time advancement are not required. Several benchmark tests are conducted to validate the proposed TLSPH model with various initial particle distributions, demonstrating good accuracy and robustness while lowering computational load.
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来源期刊
Engineering Analysis with Boundary Elements
Engineering Analysis with Boundary Elements 工程技术-工程:综合
CiteScore
5.50
自引率
18.20%
发文量
368
审稿时长
56 days
期刊介绍: This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods. Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness. The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields. In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research. The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods Fields Covered: • Boundary Element Methods (BEM) • Mesh Reduction Methods (MRM) • Meshless Methods • Integral Equations • Applications of BEM/MRM in Engineering • Numerical Methods related to BEM/MRM • Computational Techniques • Combination of Different Methods • Advanced Formulations.
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