用于求解三维瞬态弹性力学问题的修正时空径向基函数搭配法

IF 4.2 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Engineering Analysis with Boundary Elements Pub Date : 2024-11-15 DOI:10.1016/j.enganabound.2024.106027
Xiaohan Jing , Lin Qiu , Fajie Wang , Yan Gu
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引用次数: 0

摘要

本文改进了用于解决三维弹性力学问题的传统时空径向基函数(RBF)配准法。所提出的方法通过引入空间和时间放大系数,将源点布置在整个时空域之外,而不是将其布置在计算域之内。此外,还开发了一种多尺度技术,以解决由此产生的矩阵系统中的条件不良问题。修正的 RBF 配准法产生的系数矩阵仅取决于配准点与源点之间的时空距离,因此结构简单,易于计算。我们模拟了涉及复杂几何形状和混合边界条件的数值示例,以验证所提出方法的性能。在无法获得精确解的情况下,所提方法得出的结果与有限元法(FEM)得出的结果非常接近,验证了所开发方法的有效性。此外,与有限元法相比,拟议方法的收敛速度更快。修改后的方法、有限元法和传统的时空 RBF 搭配法之间的比较结果表明,所提出的方法具有更高的精确度,是处理瞬态弹性力学问题的一种有前途的工具。
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Modified space-time radial basis function collocation method for solving three-dimensional transient elastodynamic problems
In this paper, we improve the traditional space-time radial basis function (RBF) collocation method for solving three-dimensional elastodynamic problems. The proposed approach arranges source points outside the entire space-time domain by introducing space and time amplification factors, rather than locating them within the computational domain. Additionally, a multiple-scale technique is developed to address the ill-conditioning issue in the resulting matrix system. The coefficient matrix produced by the modified RBF collocation method depends solely on the space-time distances between the collocation points and the source points, making it simple in structure and easy to compute. Numerical examples involving complex geometries and mixed boundary conditions are simulated to verify the performance of the presented approach. In cases where exact solutions are unavailable, the results achieved by the proposed method closely match those obtained by the finite element method (FEM), validating the effectiveness of the developed approach. In addition, the proposed approach has faster convergence rate than the FEM. Comparison results among the modified method, the FEM, and the traditional space-time RBF collocation method demonstrate the superior accuracy of the proposed approach, positioning it as a promising tool for handling transient elastodynamic problems.
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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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