用于固体动力学问题的基于速度的时空有限元:时间线性基函数的广义框架

IF 3.7 2区 工程技术 Q1 MATHEMATICS, INTERDISCIPLINARY APPLICATIONS Computational Mechanics Pub Date : 2024-03-11 DOI:10.1007/s00466-024-02461-9
Vikas Sharma, Kazunori Fujisawa, Yuki Kuroda
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引用次数: 0

摘要

时间不连续 Galerkin 时空有限元法(ST/FEM)可用于开发弹性动力学问题的任意高阶精确且无条件稳定的时间积分方案。现有的 ST/FEM 可分为单场 ST/FEM 和双场 ST/FEM:在前一种方法中,位移或速度在时间上是独立和不连续的。而在后一种方法中,位移场和速度场都是独立的,在时间上也是不连续的。这两种方法在时间线性插值方面都具有三阶精度,高于半离散化的典型时间积分方案。然而,这些方法目前缺乏统一的计算框架,因此每种方法都需要单独实现。因此,本研究的主要目标是开发一个通用的计算框架,以便于统一推导和实现现有的时内线性 ST/FEM 方法。这一框架的建立是由于认识到现有方法在处理位移-速度关系时存在差异,而这些差异可以通过位移函数得到统一。此外,通过采用这一框架,从单场 ST/FEM 和双场 ST/FEM 的位移函数线性组合中推导出一种新的 ST/FEM,命名为 LC v-ST/FEM。LC v-ST/FEM 包含一个用户自定义参数 \(\alpha \in [0,1]\),可用于控制高频耗散特性。通过对基准问题的有限差分分析和数值求解,证明了所提出的方法在时间上是三阶精确的、无条件稳定的,并且在所有 (0 \le \alpha \le 1 \)情况下都包含可忽略的数值分散误差。此外,对于(0),该方法可以减弱速度场和位移场中虚假的高频成分。
本文章由计算机程序翻译,如有差异,请以英文原文为准。

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Velocity-based space-time FEMs for solid dynamics problem: generalized framework for linear basis functions in time

Time discontinuous Galerkin space-time finite element method (ST/FEM) can be used for developing arbitrary high-order accurate and unconditionally stable time integration schemes for elastodynamics problems. The existing ST/FEMs can be classified as the single-field and two-field ST/FEM: in the former method, either displacement or velocity, is independent and discontinuous in time. In contrast, in the latter method, both displacement and velocity fields are independent and discontinuous in time. Both methods have third-order accuracy for linear interpolation in time, higher than typical time integration schemes used in semi-discretized. However, these methods currently lack a unified computational framework, so each method requires a separate implementation. Therefore, the main goal of the present study is to develop a generalized computational framework that can facilitate the derivation and implementation of the existing linear-in-time ST/FEMs in a unified manner. This framework is developed by realizing that existing methods differ through the treatments of displacement-velocity relationships, which can be unified through displacement functions. In addition, by employing this framework, a new ST/FEM, which is designated as LC v-ST/FEM, is derived from the linear combination of displacement functions of single-field and two-field ST/FEMs. LC v-ST/FEM contains a user-defined parameter \(\alpha \in [0,1]\), which can be used for controlling the high-frequency dissipation characteristics. From finite difference analysis and numerical solutions of benchmark problems, it is demonstrated that the proposed method is the third order accurate in time, unconditionally stable, and contains negligible numerical dispersion error for all \(0 \le \alpha \le 1\). Moreover, for \(\alpha \ne 0\), the method can attenuate the spurious high-frequency components from the velocity and displacement fields.

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来源期刊
Computational Mechanics
Computational Mechanics 物理-力学
CiteScore
7.80
自引率
12.20%
发文量
122
审稿时长
3.4 months
期刊介绍: The journal reports original research of scholarly value in computational engineering and sciences. It focuses on areas that involve and enrich the application of mechanics, mathematics and numerical methods. It covers new methods and computationally-challenging technologies. Areas covered include method development in solid, fluid mechanics and materials simulations with application to biomechanics and mechanics in medicine, multiphysics, fracture mechanics, multiscale mechanics, particle and meshfree methods. Additionally, manuscripts including simulation and method development of synthesis of material systems are encouraged. Manuscripts reporting results obtained with established methods, unless they involve challenging computations, and manuscripts that report computations using commercial software packages are not encouraged.
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