MultiFEBE: A multi-domain finite element-boundary element solver for linear mixed-dimensional mechanical problems

被引:3
作者
Bordon, Jacob D. R. [1 ]
Alamo, Guillermo M. [1 ]
Padron, Luis A. [1 ]
Aznarez, Juan J. [1 ]
Maeso, Orlando [1 ]
机构
[1] Univ Las Palmas de Gran Canaria ULPGC, Inst Univ Sistemas Inteligentes & Aplicac Numer I, Las Palmas Gran Canaria 35017, Spain
关键词
Boundary elements; Finite elements; Structural analysis; Mixed -dimensional coupling; DYNAMIC-ANALYSIS; EARTHQUAKE ANALYSIS; MATLAB TOOLBOX; ARCH DAMS; MODEL; PILES;
D O I
10.1016/j.softx.2022.101265
中图分类号
TP31 [计算机软件];
学科分类号
081202 ; 0835 ;
摘要
MultiFEBE integrates multiple finite element and boundary element models for solving linear static and time harmonic multi-domain interaction problems within the field of computational mechanics. It allows to couple bounded or unbounded two-and three-dimensional continuum inviscid fluids, elastic solids or poroelastic media with beam and shell structural elements. This paper summarizes the models and numerical methods implemented in the code, and illustrates its use and capabilities through the computation of the dynamic response of the support structure of an offshore wind turbine fixed to the seabed through a jacket structure and three suction caissons.(c) 2022 The Author(s). Published by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).
引用
收藏
页数:8
相关论文
共 38 条
  • [31] OMate E, 2013, LINEAR STATICS VOLUM, V2
  • [32] BEM-FEM coupling model for the dynamic analysis of piles and pile groups
    Padron, L. A.
    Aznarez, J. J.
    Maeso, O.
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2007, 31 (06) : 473 - 484
  • [33] 3-D boundary element-finite element method for the dynamic analysis of piled buildings
    Padron, L. A.
    Aznarez, J. J.
    Maeso, O.
    [J]. ENGINEERING ANALYSIS WITH BOUNDARY ELEMENTS, 2011, 35 (03) : 465 - 477
  • [34] Dynamic structure-soil-structure interaction between nearby piled buildings under seismic excitation by BEM-FEM model
    Padron, L. A.
    Aznarez, J. J.
    Maeso, O.
    [J]. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2009, 29 (06) : 1084 - 1096
  • [35] FeView: Finite element model (FEM) visualization and post-processing tool for OpenSees
    Rahman, Md Motiur
    Nahar, Tahmina Tasnim
    Kim, Dookie
    [J]. SOFTWAREX, 2021, 15
  • [36] HYPERSINGULAR QUARTER-POINT BOUNDARY ELEMENTS FOR CRACK PROBLEMS
    SAEZ, A
    GALLEGO, R
    DOMINGUEZ, J
    [J]. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (10) : 1681 - 1701
  • [37] Optimization of thin noise barrier designs using Evolutionary Algorithms and a Dual BEM Formulation
    Toledo, R.
    Aznarez, J. J.
    Maeso, O.
    Greiner, D.
    [J]. JOURNAL OF SOUND AND VIBRATION, 2015, 334 : 219 - 238
  • [38] Zienkiewicz OC, 2005, FINITE ELEMENT METHOD FOR FLUID DYNAMICS, 6TH EDITION, P1