Advanced absorbing boundaries for elastodynamic finite element analysis: The added degree of freedom method

被引:8
作者
Chen, Junwei [1 ]
Zhou, Xiaoping [1 ]
机构
[1] Wuhan Univ, Sch Civil Engn, 8 Donghu South Rd, Wuhan 430072, Peoples R China
基金
中国国家自然科学基金;
关键词
Elastodynamic problems; Absorbing boundaries; Infinite domain; Finite element analysis; Added degree of freedom method; ELASTIC-WAVE PROPAGATION; TRANSIENT ANALYSIS; ABSORPTION; SIMULATION; SCATTERING; LAYERS; MODEL; MASS; SOIL;
D O I
10.1016/j.cma.2024.116752
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Absorbing boundaries are essential in engineering simulations, especially for elastodynamic problems, to ensure accuracy, reliability and numerical stability. In this paper, the added degree of freedom method (ADM) is developed as a novel approach to address absorbing boundary challenges in finite element analysis. In ADM, additional degrees of freedom (DOFs) are introduced within the absorbing domain to attenuate outgoing elastic waves. For the proposed ADM to implement the absorbing boundary, the stiffness and mass properties of both the added DOFs and conventional DOFs within the absorbing domain are adjusted. This adjustment aims to reduce the propagation speed of elastic waves within the medium, and to prolong the duration of interaction between elastic waves and the surrounding medium. Consequently, the vibrations of nodes can be effectively attenuated by applying damping forces to the added DOFs. The numerical results show that the ADM has the ability to absorb one-dimensional and two-dimensional elastic waves across a broad range of frequencies. Therefore, the proposed ADM offers an innovative solution for modeling absorbing boundaries in various scientific and engineering applications, addressing the challenges of simulating wave propagation within finite computational domains.
引用
收藏
页数:30
相关论文
共 52 条
[1]   A GENERAL PERFECTLY MATCHED LAYER MODEL FOR HYPERBOLIC-PARABOLIC SYSTEMS [J].
Appeloe, Daniel ;
Hagstrom, Thomas .
SIAM JOURNAL ON SCIENTIFIC COMPUTING, 2009, 31 (05) :3301-3323
[2]   The enhanced extended finite element method for the propagation of complex branched cracks [J].
Chen, Jun-Wei ;
Zhou, Xiao-Ping .
ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2019, 104 :46-62
[3]   The improvement of crack propagation modelling in triangular 2D structures using the extended finite element method [J].
Chen, Jun-Wei ;
Zhou, Xiao-Ping ;
Berto, Filippo .
FATIGUE & FRACTURE OF ENGINEERING MATERIALS & STRUCTURES, 2019, 42 (02) :397-414
[4]   A novel enriched degree of freedom method for absorbing boundary conditions in the time-domain finite element method [J].
Chen, Junwei ;
Zhao, Zhi ;
Zhou, Xiaoping .
ENGINEERING WITH COMPUTERS, 2023, 39 (05) :3401-3419
[5]   The enriched degree of freedom method for the absorbing boundary and its application to XFEM in elastodynamic problems [J].
Chen, Junwei ;
Zhou, Xiaoping ;
Zhou, Jiannan .
APPLIED MATHEMATICAL MODELLING, 2022, 112 :168-197
[6]   Implementation of the novel perfectly matched layer element for elastodynamic problems in time-domain finite element method [J].
Chen, Junwei ;
Shou, Yundong ;
Zhou, Xiaoping .
SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2022, 152
[7]   Simple and effective approach to modeling crack propagation in the framework of extended finite element method [J].
Chen, Junwei ;
Zhou, Xiaoping ;
Zhou, Lunshi ;
Berto, Filippo .
THEORETICAL AND APPLIED FRACTURE MECHANICS, 2020, 106
[8]   Transient analysis of wave propagation in layered soil by using the scaled boundary finite element method [J].
Chen, Xiaojun ;
Birk, Carolin ;
Song, Chongmin .
COMPUTERS AND GEOTECHNICS, 2015, 63 :1-12
[9]   Numerical modelling of saturated boundless media with infinite elements [J].
Edip, Kemal ;
Sheshov, Vlatko ;
Wu, Wei ;
Bojadjieva, Julijana .
ACTA GEOTECHNICA, 2021, 16 (08) :2683-2692
[10]   Time-domain hybrid formulations for wave simulations in three-dimensional PML-truncated heterogeneous media [J].
Fathi, Arash ;
Poursartip, Babak ;
Kallivokas, Loukas F. .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2015, 101 (03) :165-198